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1 LEGOLAND DR; ; CB152022; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-17-2015 Commercial/Industrial Permit Permit No: CB152022 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 1 LEGOLAND DR CBAD COMMIND Sub Type: INDUST 2111000900 Lot#: 0 $120,000.00 Construction Type: 1 B Reference# LEGOLAND: 2,300 SF PRE-ENGINEE Status: ISSUED Applied: 06/30/2015 Entered By: JMA Plan Approved: 09/17/2015 Issued: 09/17/2015 Inspect Area Plan Check#: METAL BLDG. FOR MAINTENANCE OF SEA LIFE FACILITY Owner: CHRIS ROMERO LEGOLAND CALIFORNIA L L C <LF> PLAY US ACQUISI C/0 PROPERTY TAX SERVICE CO 1 LEGOLAND DR CARLSBAD CA 92008-461 0 760-846-0842 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $696.66 $0.00 $487.66 $0.00 $0.00 $33.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $5.00 $520.00 P 0 BOX 543185 DALLAS TX 75354 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF {3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (31 05541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $5,581.00 Total Payments To Date: $5,581.00 Balance Due: FINAL APPROVAL Date: '1~ Zf-;~ Clearance: $0.00 $0.00 $0.00 $1,393.80 $2,184.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 $94.89 $65.39 $0.00 $0.00 $0.00 $0.00 $0.00 $5,581.00 $0.00 NOTlCE: Please take NOTICE that~ of ya...~r p-qect irdldes the "lrrposition'' of fees, dedicatioos, reservatirns, or other exad:irns hereafter oollectively referred to as ·~ees'exad:irns." You have 9J days from the date this pemit was issued to protest irrrositim of these fees'exad:ioos. If yaJ putest !hem yaJ rrust fdiONthe putest prccedures set forth in <?ovetTYT'ffll Oxle Sectim tm20(a), and file the putest and any other reqUred infarratim wth the Oty 11/Bnagarfor p-cressing in aa:m:lance wth Carlsla::l M.lnidpal O:x:le Sectim3.32.030. Failure to tirrely fdiONthat prccedure wll bar any subsequent legal cdim to attock, review, set aside, vdd, or anrld trnr irrrosition. You are hereby Fl.RTl-ER NOTlRED that your rig,! to putest the specified fees'exad:irns OCES NOT APPLY to mer and seN3r oonnectim fees and capacity changes, nor plcnling, zcring, gading or other sinilar application processing or servire fees in connection wth this p-qect. f\m OCES IT APPLY to any fees'exactioosofWlich have viousi been 'venaNOTlCEsinilartothis orastoWlichthestatuteoflinitatiooshas 'ousi otherWse 'red. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: C]PLANNING 0ENGINEERING []BUILDING []FIRE []HEALTH LJ HAZMAT/APCD (City of Building Permit Application Plan Check No. C~t~. 202-Z 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value $120,000 Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov www.carlsbadca.gov Date ~·~D-1$" lsWPPP JOB ADDRESS SUITEII/SPACEII/UNITII 211100 09 rPN 1 Legoland Drive, Carlsbad, Ca. 92008 --- CT/PROJECT II lLOT# ~~PHASE# I# OF UNITS I# BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. lYPE I occ. GROUP 760.918.5460 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Installation of a Pre-Engineered Metal Building used for maintenance of the main Sealife facility. z,~ ()() St EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS Amusment Park No Change NA NA NA YEsO No[ZJ YEsONo(L] YEsONo[L] APPLICANT NAME Chris Romero PROPERTY OWNER NAME Merlin Entertainments Group US Holdings Primary Contact ADDRESS ADDRESS 1 Legoland Drive 1 Legoland Drive CITY STATE ZIP CITY STATE ZIP Carlsbad Ca 92008 Carlsbad Ca 92008 PHONE I FAX PHONE I FAX (760) 846-0842 (760) 918-5300 EMAIL EMAIL Christopher.Romero@Legoland.com DESIGN PROFESSIONAL James Yost, AlA CONTRACTOR BUS. NAME ADDRESS ADDRESS 2700 Saturn Street CITY STATE ZIP CITY STATE ZIP Brea Ca 92821 PHONE I FAX PHONE rAX (714) 514-1870 (714) 514-1875 EMAIL EMAIL Jamesy@jrma.com I STATE uc.C33565 STATE UC.# lCLASS I CllY BUS. UC.# (Sec. 7031.5 Busmess and Profess1ons Code: Any C1ty or County wh1ch requ1res a perm1t to construct, alter, 1m prove, demolish or repa1r any structure, pnor to 1ts Issuance, also requ1res the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500}). Workers' Compensation Declaration: I hereby affirm under penalty of petjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers" compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date ________ _ This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. Je5 CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and oontracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes DNa 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have oontracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work): Je5 PROPERTY OWNER SIGNATURE 0AGENT DATE I certify that I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all Ci1y ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA M OSHA permit is required for 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the I under the provisions of this Code shall expire by limitation and become null and void if the building or work by such permit is not commenced within 180 days from the date of such permit or if at any time after the work is commenced for a of 180 (Section 106.4.4 Uniform Building Code). ~APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. James Yost, AlA 2700 Saturn Street Brea Ca 92821 (714) 524-1870 (714} 524-i 875 Jamesy@jrma.com DELIVERY OPTIONS PICK UP: CONTACT (listed above) CONTRACTOR (On Pg. 1) o/ MAIL TO: o/ CONTACT (listed above) CONTRACTOR (On Pg. 1) OCCUPANT (listed above) OCCUPANT (listed above) MAIL/ FAX TO OTHER:----------------- ~APPLICANT'S (Office Use Only) co;&ooJJ-/ occu NAME Chris Romero 1 Legoland Drive Carlsbad CA 92008 ASSOCIATED CB#•-C=--/3~_£._/5<,L_-'"2=-:0,_..~=--2-=-- NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE I ist Permit#: CB152022 Type: COMMIND INDUST Date --~11_spection l!~m Inspector Act --------- 04/28/2016 89 Final Combo Rl 04/28/2016 89 Final Combo PB AP 04/25/2016 512 Misc. Rl 04/22/2016 512 Misc. Rl 02/23/2016 24 Roughffopout PB AP 02/23/2016 34 Rough Electric PB AP 02/22/2016 24 Rough/T opout PB CA 12/16/2015 11 Ftg/Foundation/Piers PB AP 12/03/2015 21 Underground/Under Floor PB AP Monday, May 02, 2016 LEGOLAND: 2,300 SF PRE-ENGINEE METAL BLDG. FOR MAINTENANCE OF S Comments COF FIRE HYDRANT LINE (TELECON CINDY & GRANT FIRE HYDRANT /PER TELECON W/TORA Page 1 of 1 ~ ".'<··-":;;' ~ CITY OF CARLSBAD Building Division INSPECTION RECORD 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE .JOB 0 CALL BEFORE 3:30pm FOR NEXT WORI< DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 CLICK ON \EV 1012012 CBi52022 i LEGOLAND DR LEGOlAND: 2,300 SF PRE-ENGINEE METAL BLDG. FOR MAJNTENANCE OF SEA LIFE FACILITY COMMINO INOUST Lot#: CHRIS ROMERO SEE BACK FOR SPECIAL NOTES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Project Name: LEGOLAND/SEA LIFE Unit/Phase/Lots: Sea Life Observation Summary: Project No.: 10075-013 Client: Date: 12·04-15 Legoland Location: Carlsbad, CA :t"t' ~·~""·f '~:::rJJ !~ ~ )~ SN 12-04-15 A representative of Leighton observed onsite soil conditions. Soil conditions at the site are substantiai!Y in,AAnformance with those assumed in the Geotechnical Report j;) lll \tl .,.~·. , •!'. ~ _-, r'~:· ~; "-' : ~ ,~~:~.~ ~ t"; Y\.~ SN 12-04-15 A representative of Leighton observed and measured footing excavation depth/width. Foqg~glex!$avidiorisettencrto' ·· proper depths and bearing strata and are in general conformance with recommendations of the Geotechnical report. SN 12-04-15 A representative of Leighton measured footing setback from slope face. The setback was in general accordance with recommendations of the Geotechnical report Summary Notes: A footing summary for Sea Life building was issued. Notes to Superintendent/Foreman: 1: Footing excavations should be cleaned out of loose debris and thoroughly moistened just prior to placing concrete. 2: Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time and the Contractor should schedule accordingly. 3: In the event of site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.) we should be contacted to perform additional site observations. Notes to Building inspector: 1: Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading. FOOTING OBSERVATION SUMMARY For Leighton : Selene Nguyen (SN) Date: Page 1 of 1 DATE: August 6, 2015 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2022 EsGil Corporation In Cl'artnersliip witli government for CJ3uiCaing Safety SET: II PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Maintenance building for Sealife Q APPLICANT Q JURIS. Q PLAN REVIEWER Q FILE C8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [gJ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person D REMARKS: By: Eric Jensen Enclosures: EsGil Corporation D GA D EJ D MB D PC 7/30 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In Cl'artnersliip witli government for (}3uiCtfing Safety DATE: July 13, 2015 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2022 PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Sealife Maintenance Building SET: I 0 ~PLICANT _.Ja'JURIS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [gJ The applicant's copy of the check list has been sent to: Chris Romero D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Chris Romero Telephone#: 760-846-0842 L:Qate ~cted:::t1 I,S (b~) Email: Christopher. Romero@legoland.com V"V Mail Telephone Fax In Person D REMARKS: By: Kurt Culver EsGil Corporation D GA D EJ D MB D PC Enclosures: 7/2/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 15-2022 July 13, 2015 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2022 PROJECT ADDRESS: 1 Legoland Dr. ~'(' 4r-0<o DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/2/15 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): (),rj\4Y:f A;·. DATE REVIEW COMPLETED: v· {~Y July 13, 2015 _d~· This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are. submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No Carlsbad 15-2022 July 13, 2015 1. There are no architectural/structural corrections. Please see below for MEP comments. 2. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS 1. Provide data on the proposed hazardous materials to be stored and used. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). • Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. • Clearly show the amounts for each type of hazardous material to be stored and in use. • Clearly show the locations in the building where each type of hazardous material is being stored or used. • Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 2. Identify any non-potable water systems that will be installed under this permit. 3. If any non-potable systems are installed, include a backflow device between the non- potable and potable systems. 4. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains. 5. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Backwater valves are: • Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. • Optional: Fixtures installed on a floor level below the next upstream manhole cover however they (the fixtures) are not below the manhole cover. • Not Allowed: For waste systems with fixtures installed on a floor level above the next upstream manhole cover. Carlsbad 15-2022 July 13, 2015 6. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed to control the effects of water hammer. Please detail. CPC 609. 10 MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 7. What controls the exhaust fans? I see the control panel however is it a timer, sensors, etc? ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 8. Lots of major looking existing electrical is routed under the building: See sheet C6.1. o Any of the electrical utility electrical? o The pull boxes shown, what is their design? My concern is the availability of grounded boxes that may be referenced to the site grounding system (potential) and not to the localized building grounding system. o It appears that the structural footing installation will conflict with the existing power system. Please address. Note: If the power systems are to remain add warnings to structural, electrical, and architectural sheets that there are underground conduits installed in or close to the footing locations. 9. Include the following information for the building grounding system: o Description of the building electrodes (connected at the disconnect switch.) (UFER, Building Steel, Cold Water, etc.) o The transformer connection to the building grounding system. o Potential bonding of site electrical and pool installations. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 15-2022 July 13, 2015 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2022 PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Legoland Dr. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Maint. Bldg. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ---------~-------~ Bldg. Permit Fee by Ordinance ~ Plan Check Fee by O;dinan~ "!"] ----------------------- Type of Review: 0 Complete Review 0 Repetitive Fee ·.,.. J Repeats Comments: 0 Other 0 Hourly EsGil Fee DATE: July 13, 2015 Reg. VALUE ($) Mod. 120,000 120,000 $697.061 $453.091 0 Structural Only t------il Hr. @ • $390.351 Sheet 1 of 1 macvalue.doc + DATE: PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: SEALIFE MAINTANENCE BUILDING Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: 4 SET#: 1 ADDRESS: 1 DRIVE PROJECT ID:CB152022 APN: VALUATION: SCOPE OF WORK: Sf THE SEAUFE D FACiliTY. PRE-MAN METAL BUILDING This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Linda Ontiveros 760-602-2773 VaiRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Remarks: SEALIFE MAINTANENCE BUILDING PLAN CHECK NO# 4 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: · North arrow Existing & proposed structures • Existing street improvements Property lines (show all dimensions) Easements j Right-of-way width & adjacent streets Show on site plan: Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography ·Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address ·Assessor's parcel number · Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 18 & 19 MAP 13408 Subdivision/Tract: 84-09 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 SEAUFE MAiNTANENCE BUILDING PlAN CHECK NO# 4 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE i Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24 000 00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: Page 3 of 6 REV6/01/12 SEAUFE E-36 BUILDING PLAN CHECK NO# 4 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. . Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS ; RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work ····adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Page 4 of 6 REV 6/01/12 SEAUFE MA!NTANENCE BUILDING PLAN CHECK NO# E-36 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. ; Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). · Project needs to incorporate low impact development strategies throughout in one or more of the following ways: ··: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden , Pervious pavement/pavers 1 Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales ; Downspouts disconnect and discharge over landscape ··· ·. Other: Page 5 of 6 REV 6/01/12 SEAUFE MAINTANENCE BUILDING PLAN CHECK NO# 4 Attachments: E-36 8. WATER METER REVIEW Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than 9. FEES one quarter (1/4) acre where the meter size shall be%". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface> 50% Impact unconstructed facility yes yes yes yes no Fire sprinklers required Upgrade No fees required yes yes no (is addition over 150' from center line) lno 10. ADDITIONAL COMMENTS Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents Page 6 of 6 REV6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft.!Units EDU's: Types of Use: Sq.Ft.!Units EDU's: Types of Use: Sq.Ft.!Units EDU's: Types of Use: Sq.Ft.!Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft.!Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft.!Units Sq.Ft.!Units ADT's: ADT's: ADT's: Within CFD:: ~lYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: 'NW QUADRANT 1 NE QUADRANT jSE QUADRANT , jW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X 3. BRIDGE & THOROUGHFARE FEE: (USE SANDAG)ADT'S/UNITS I X 4. FACILITIES MANAGEMENT FEE FEE/ADT: DIST. #1 FEE/ADT: ZONE: I=$ DIST.#2 I=$ ADT'S/UNITS: I X FEE/SQ.FT./UNIT: I=$ I=$ I=$ 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS CODE IX IX PLDA: IX FEE/EDU: FEE/EDU: :HIGH 'MEDIUM '"'~' FEE/AC: I=$ CONN. FEE METER FEE SDCWA FEE ,DIST.#3 TOTAL «~i/' ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www .carlsbadca .gov I am applying to the City of Carlsbad for the following type(s) of construction permit: x Building Permit 0 Right-of-Way Permit 0 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria 0 My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria 0 My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria X My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, 0 My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: Assessor Parcel No. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 1 Legoland Drive, Carlsbad, CA Owner/Owner's Authorized Agent Name: Chris Romero City Concurrence: YES 0 NO By: vrJ Date: l· Page 1 of 1 211 100 09 Title: aintenance Directo ProjectiD: Rev.03/09 ~ h:r~~.'.:> ~~:>·CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STEP2 TO BE COMPLETED FO~.AI.l N!=V/()R.RJ;DEVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingles with flows from adjacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 1 O.ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11.1s your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? NO X X X X X X X X X X X If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant information. E-34 Page 2 of3 Effective 6/27113 STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ; , . , :, . ·' . . . : STEP 3 . . •• TO BE COMPLI:'t'ED'FQ~;REDEVELOPMENT PROJECT.S. THAT ARE PRIORITY DEVELOPEMENT PROJECTS ON.LY Complete the questions below regarding your redevelopment project: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than I I X 50% of the surface area of the previously existing development? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. STEP4 CHECKTHE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION 0 My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control {hydromodification) requirements may apply to my project. Refer to SUSMP for details. X My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Address: I d D . C 1 Lego an nve, Carlsbad, A Accessor's Parcel Number(s): 211 100 09 l\pplicant Title: Senior Project Architect Date: June 30, 2015 This Box for City Use Only City Concurrence: NO Project ID: *Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303{d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27113 ~ «~l~~ ~'/CITY 0 F CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE v" My project is not in a category of permit types exempt from the Construction SWPPP requirements v" My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). v" My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) v" My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 6-&J-rs- DATE cE-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/41NCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address: oland Drive, Carlsbad, Ca.h~ Assessor's Parcel Number: 211 100 09 Project ID: i)l .. .J J 5 -25 J Construction Permit No.: C0 I "5 Cr;);z a Estimated Construction Start Date ____ _ Project Duration Months Emergency Contact: Name: __________________ __ 24 hour Phone: 760.918.5460 Perceived Threat to Storm Water Quality 0 Medium X Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: \Jo l eQ-'f A)o ~ Date: 7 · % · 1s- REV 4/30/10 " Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs c: c: c: "E "E 0 ""0 0 0 ~ (!) ""0 (!) c: ~ !5 c: Cl E c: E ""0 Vl ro 2 2 0 c: Cl 0. ro c: 15 Vl E 1i5 ~ '0 .E ·:; (!) ro 2 :2 ""0(1) Cl (jj (i)Vl (i) c: e:-Cl Vl "* Cl c:-0. c: c i:: 0 ~ 0" (!) ro c: ro Best Management Practice c: ro ro (!) ·a. -~ c: Vl c: LJ.J c: 0 oil :.c Vl ~ co -0 (!) 0 (!) Q) > ro ~ s ro-(BMP) Description ~ Vl 3: c: t~ c: (.) .... (.) Vl 15 (j) Q) "* sai Vl u I-E Cl co ""C Vl ""C Vl :2 Q)en -~ Vl ·a; c: ""OCJ c: s c: (!) Vl Q) 3 ~(!) (!) "E ro ro ""0>. 0 Vl c: c: ~-~ 0 ::::J > :::l Q) E u 0 co Cl .... 0 Q)!:!:! ct) 0 (!) ro ~ :2 ocn 0 c: Q) 0 enE ro 0:;:::; Q) ro c: -~ Q) IJ ro u s 0 -(!) ~ N Vl :£:! 3: 0)~ ·a. "E ~ 0 Q) ro Q) E ..>< (j) -:::l .c E2 = CJ) :0 ·;:: 0 ""0 .<::c: (!) u. u (jj > Q) :::l ""C :0~ ·-""0 Jgt) c: ~ u c: 2 ..>< :2 ro u ro 0 t::: ·-0. '0 Q) ~ u c: .oro ·-Q) ro ·-ro u ~~ c: c: 0 ro ~ 0 .c ~ .s e rocn ro o ro ~ ~8 0 .<:: Q) ro 0 0 (!) Q) .<:: -ro ro ~(3 o ro C> s LJ.JO en i:ii en (.) u::: C> en> en en a. U5E ii5~ so. 0. :2 ii5 en. (.):2 CASQA Designation ~ r--CXl Ol ..... ..... "? "'f "? ~ r--CXl 0 ~ N ..... ('") r--or ..... C';-1 C') ""'" L.() <» CXl 0 0 0 0 w w w ..... cr. ch ch ch ::l: ::l: ::l: ::l: ::l: ::l: LJ.J LJ.J LJ.J LJ.J w en :2 LJ.J LJ.J LJ.J en en en en en en en I-I-z z z z s s s s s s s Construction Activity LJ.J en Grading/Soil Disturbance X X X X Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatwork Paving ConduiUPipe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other (list): Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. 'E-29 Page 2 of3 REV 4/30/10 DATE: PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: SEALIFE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: 4 SET#: 1 ADDRESS: 1 BUILDING DRIVE PROJECT ID:CB152022 APN: VALUATION: SCOPE OF WORK: D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. status one Linda Ontiveros 760-602-2773 VaiRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Remarks: SEAUFE MAINTANENCE BUILDING PlAN CHECK NO# 4 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Drainage patterns and proposed site elevations. Show all high points. ! Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number .! Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 18 & 19 MAP 13408 Subdivision/Tract: 84-09 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 SEAUFE MAINTANENCE BUilDING PlAN CHECK NO# 4 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 24 000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. ! Future public improvements required as follows: Page 3 of 6 REV6101112 SEAUFE MAINTANENCE BUILDING PLAN CHECK NO# 4 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. ··Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS 'RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Page 4 of 6 REV 6/01112 SEAUFE MAINTANENCE BUILDING PLAN CHECK NO# 4 7. STORM WATER TIER II SWPPP E-36 Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategies throughout in one or more of the following ways: : Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of6 REV 6/01/12 SEAUFE MAiNTANENCE BUilDING PlAN CHECK NO# 4 8. WATER METER REVIEW 9. FEES Domestic (potable) Use , What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be%". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility yes yes yes yes no Fire sprinklers required I~,~Jyes no (is addition over 150' from center line) Upgrade yes no No fees required 10. ADDITIONAL COMMENTS LE60LAND BUILDING PERMITS. Attachments: Engineering Application Storm Water Form Right-of-Way Application/Info. , Reference Documents E-36 Page 6 of 6 REV 6/01/12 Fee Calculation Worksheet *** ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft.!Units Types of Use: Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: EDU's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Within CFD: ~JYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:[]NW QUADRANT NE QUADRANT L:jsE QUADRANT []W QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: IX FEE/ADT: I =s 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 .:DIST.#3 (USE SANDAG)ADT'S/UNITS IX FEE/ADT: I =s 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: IX FEE/SQ.FT./UNIT: I =s 5. SEWER FEE EDU's IX FEE/EDU: I =s BENEFIT AREA: EDU's IX FEE/EDU: I =s 6. DRAINAGE FEES: PLDA: iHIGH MEDIUM ·~~JLOW ACRES: IX FEE/AC: I =s 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL fees*** DATE: City of sbad PROJECT NAME: PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: SET#: ADDRESS: PROJECT ID:CB152022 APN: VALUATION: SCOPE OF WORK: D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: ':LAN'oBevetOPMENT ,,.,. 760-602-~750 ,,.,._~--~~-y,,,,,.,~, Chris Glassen 760-602-2784 Linda Ontiveros 760-602-2773 VaiRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Remarks: # 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow . Driveway widths Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Right-of-way width & adjacent streets Show on site plan: Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. LoUMap No.: LOT 18 & 19 MAP 13408 Subdivision/Tract: 84-09 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 24 000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: Page 3 of 6 REV 6/01112 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Page 4 of 6 REV 6/01112 E-36 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 6/01/12 Attachments: E-36 8. WATER METER REVIEW 9. FEES Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be%". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface> 50% Impact unconstructed facility yes yes yes yes no no no no Fire sprinklers required Upgrade No fees required yes yes no (is addition over 150' from center line) no 10. ADDITIONAL COMMENTS Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents Page 6 of 6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: EDU's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq. Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT ;W QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: I X FEE/SQ.FT./UNIT: I X FEE/EDU: IX PLDA: IX FEE/EDU: .. HIGH FEE/AC: I=$ DIST.#2 I=$ I=$ I=$ I=$ MEDIUM I=$ LOW UNITS CODE CONN. FEE METER FEE SDCWA FEE DIST.#3 TOTAL PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: PROJECT NAME: PROJECT ID:CB152022 APN: PLAN CHECK NO: SET#: ADDRESS: VALUATION: SCOPE OF WORK: D Remarks: This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Linda Ontiveros 760-602-2773 VaiRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets Show on site plan: Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. • Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 6/01/12 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 24 000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: Page 3 of 6 REV 6/01/12 E-36 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS RIGHT -OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Page 4 of 6 REV 6/01112 E-36 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 6/01112 Attachments: E-36 8. WATER METER REVIEW 9. FEES Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be%". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface> 50% Impact unconstructed facility yes yes yes yes no no no no Fire sprinklers required Upgrade No fees required yes yes no (is addition over 150' from center line) no 10. ADDITIONAL COMMENTS Engineering Application Storm Water Form Right-of-Way Application/ Info. Reference Documents Page 6 of 6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Types of Use: Types of Use: Sq .Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT :w QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: I=$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 DIST.#3 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: I=$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: \X FEE/SQ.FT./UNIT: I=$ 5. SEWER FEE EDU's \X FEE/EDU: I=$ BENEFIT AREA: EDU's \X FEE/EDU: I=$ 6. DRAINAGE FEES: PLDA: HIGH MEDIUM LOW ACRES: \X FEE/AC: I=$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL V'Cff t~id· (._City of Carlsbad STORM WATER COMPLIANCE FORM - TIER 2 CONSTRUCTION SWPPP E-30 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I am applying to the City of Carlsbad for one or more of the following type of construction permit(s): ltl Grading Permit It! Building Permit 0 Right-of-Way Permit My project does not meet any of the following criteria for a project that poses a significant threat to storm water quality: ./ My project does not include clearing, grading or other ground disturbances resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; and, My project is not part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; and, My project is not located inside or within 200 feet of an environmentally sensitive area and will not have a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s ). My project requires preparation and approval of a Tier 2 Construction Storm Water Pollution Prevention Plan (SWPPP) because my project meets one or more of the following criteria demonstrating that the project potentially poses a moderate threat to storm water quality: lli' My project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); and/or, IZf My Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and, my project meets one or more of the following additional criteria: • Project is located within 200 feet of an environmentally sensitive area or the Pacific Ocean; • Project's disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; • Project's disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or G Project will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 2 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST ADHERE TO, AND AT ALL TIMES, COMPLY WITH THE CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. A I" I fl \pp 1cant n ormat1on an ds· :1gnature B OX This Box for Ci Address: \ L~.,ot.At-\0 'Di2t-IE. Assessor's Parcel Numbers: ~L ~ Mt>, &A 9'2.0D2-J 'lH \60 09 City Concurrence: Applicant Name: Applicant Title: G~ \2otyt~l2D ~J2.~1bl2... ~ MAt ... rli: iJA~E Appll""f s;:atu~ Date: ~.A AAC"""""" ..... -......... E-30 Page 1 of 1 REV 07/14 (City of Carlsbad CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction Perceived SWPPPTier Construction Threat Assessment Criteria* Threat to Storm Water Level Quality Tier 3 -High Construction Threat Assessment Criteria D Project site is 50 acres or more and grading will occur during the rainy season D Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High D Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier3 D USDA-NRCS Erosion factors kt greater than or equal to 0.4) Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 D through April 30). Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA D Soil at site is moderately to highly erosive (defined as having a predominance of soils with (~i@J USDA-NRCS Erosion factors kt greater than or equal to 0.4) ~ Site slope is 5 to 1 or steeper Tier2 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lnsgection Threat Assessment Criteria 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater than or equal to 0.4) Medium 0 Site slope is 5 to 1 or steeper Tier 1 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in one half acre or more of soil disturbance Tier 1 -Low lnsgection Threat Assessment Criteria Low D All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt -Not Applicable -Exempt *The c1ty engineer may authonze mmor vanances from the construction threat assessment cntena m spec1al circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 07/14 I R II S ealife aintenance Building legoland Carlsbad, California Submitted to: Legal and 1 Legoland Drive Carlsbad, CA 92008 Submitted by: JR Miller & Associates, Inc. 2700 Saturn Street Brea, CA 92821 Date: 9/1/2015 J(;za Ass~ciares, Inc. tf PauiJ. H/cunda, PE Principal Civil Engineer Tier 2 Construction SWPPP Site Assessment Form Project ID: _______ _ Project Information: Project Name: Sealife Maintenance Building Project Address/Location; 1 Legoland Drive, Carlsbad, CA 92008 Responsible Parties/Contact Information: Name ofPreparer: Paul J. Hacunda --------------------------------------------------- Qualification ofPreparer (Registration/Certification): P.E. Lie. No. 41627 I QSD No. 20474 Address: 16 Lakeridge Trabuco Canyon, CA 92679 City/State/Zip Code: ________________ _ Phone Number: 951-741-9783 ------------------- Name of Owner/Owner's Agent: Chris Romero ---------------------------------------- Address: 1 Legoland Drive ---~---------------------------------------------- City/State/Zip Code: __ c_a_rl_sb_a_d_, _c_A_9_2_oo_8 __________ _ Phone Number: 760-846-0842 ---------------------- N arne of Emergency Contact: Chris Romero ~~~~~~----------------------------(during construction) Address: Same as above ---------------------------------------------------- City/State/Zip Code:------------------ Phone Number: 760-846-0842 --------------------- Page 1 of 10 Tier 2 Site Assessment Form 3/24/08 _j Site and Construction Activity Description: Construction Start Date: September 28, 2015 End Date: December 18, 2015 If work begins in rainy season or extends into rainy season, explain how project work can be scheduled can be altered to avoid rainy season impacts or to lessen exposure of site during rainy season: ______________________________________________________________ __ See Notes on the Stormwater Prevention Plan Grading Quantities: Cut: _3_o_o ___ CY; Fill: ___ o ____ CY; Import: _____ CY; Export: 300 CY Any Stockpile Proposed? _N_o ___ _ If yes, then estimate quantity: _______ CY Estimated duration of stockpile: ________ Months Soils types: Marina (MIC) and Carlsbad (CbB) Does site contain a preponderance of soils with USDA-NRCS erosion factor kf greater than or equal to 0.4? _ _,N_,_,o~--- Is a staging area proposed (yes/no)? Yes If yes, then where is it located? On the completed concrete building floor Is concrete washout required (yes/no)? Yes Where is it located? Inside the Contractor's Yard ------------------------------------------------------ Any existing site contamination (yes/no)? __._,N.>Lo __ Where is it located? ------------------------------------------------------- Any vehicle storage, maintenance or fueling area proposed (yes/no)? No Where is it located? ------------------------------------------------------- Any de-watering operation proposed (yes/no)? No Where is it located? ------------------------------------------------------- Any other special operations proposed that may impair water quality (yes/no)? ----'-N=o ____ _ What and where? ------------------------------------------------------- Page 2 of 10 Tier 2 Site Assessment Form 3/24/08 I . I Watershed Basin project drains to: D Buena Vista Lagoon D Agua Hedionda Lagoon D Encinas Creek D Batiquitos Lagoon Iii Pacific Ocean Is project drainage tributary to a CWA section 303( d) listed water body impaired for sediment (includes Buena Vista and Agua Hedionda Lagoons) (yes/no): No If yes, describe additional controls that will be used on project site to mitigate for sediment impairments (if any):------------------------- Is project inside or within 200 feet of an Environmentally Sensitive Area (yes/no): _N_o __ If yes, describe additional controls that will be used on project site to mitigate for potential storm water impacts (if any):-------------------------- Are any agency permits required (yes/no)? --=-.:N.=..o __ Check off permit types required: D Army Corps 404 permit D Regional Board Water Quality 401 Certification D Coastal Commission Certification D U.S. Fish and Wildlife Section 7 D Fish and Game Stream Alteration Agreement 0 Other list: ------------------------------------- Page 3 of 10 Tier 2 Site Assessment Form 3/24/08 List materials that will be used on construction site and their handling and storage requirements Material Characteristics/Toxicity Handling requirements Structural Steel & See MSDS Attached See MSDS Attached Sheet Metal Concrete See MSDS Attached See MSDS Attached PVC Pipe See MSDS Attached See MSDS Attached PVC Solvent Cement See MSDS Attached See MSDS Attached If any toxic or hazardous materials are proposed, then a spill prevention plan is required. spill prevention plan required (yes/no)? No If yes, attach spill prevention plan. Perceived Threat to Storm Water Quality rating: Using the Construction Threat Assessment Worksheet for determination of the projects Perceived Threat to Storm Water Quality rating (E-33): Is a The Construction Threat to Storm Water Quality rating for this project is: Dll High 0 Medium Attachments: 129 Storm Water Compliance Form-Tier 2 D Spill Prevention Plan D Hydrology and/or hydraulic study D Solis and/or geotechnical report(s) D Other. List: Date: '1'/;fO?J Title: Civil Engineer ----------------------------- Page 4 of 10 Tier 2 Site Assessment Form 3/24/08 ___ i _j _j NUCCIR .. ·····-·--.. I .--· . . . .. . . . .. . . --. . ' -, ... ·----------~~--~ -------- SAFETY DATA SHEET 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Trade Name: Merchant and rebar steel CAS Number: Not applicable Synonyms: Carbon Steels Use/Description: Bar and structural steel products, billets (sheet steel for Castrip®), grinding balls Nucor Mill Locations 24 Hour Contact-CHEMTREC 1-800-424-9300 Nucor Steel-South Carolina Nucor Steel Kankakee, Inc. Nucor Steel Jackson, Inc. Nucor Steel -Nebraska 300 Steel Mill Road One Nucor Way 3630 Fourth Street 2911 East Nucor Road Darlington, S.C. 29540 Bourbonnais, IL 60914 Flowood, MS 39232 Norfolk, Nebraska 68701 (843) 393-5841 (815) 939-5541 (601) 939-1623 (402) 644-0200 Nucor Steel -Auburn, Inc. Nucor Steel -Utah Nucor Steel Birmingham, Inc. Nucor Steel Seattle, Inc. 25 Quarry Road West Cemetery Road 2301 F.L. Shuttlesworth Drive 2424 SW Andover Auburn, N.Y. 13021 Plymouth, Utah 84330 Birmingham, Alabama 35234 Seattle, WA 98106 (315) 253-4561 (435) 458-2300 (205) 250-7 400 (206) 933-2222 Nucor Steel-Texas Nucor Steel Marion, Inc. Nucor Steel -Berkeley Nucor Yamato Steel/ Nucor U.S. Highway 79 South 912 Cheney Avenue 1455 Hagan Avenue Castrip Arkansas, LLC Jewett, Texas 75846 Marion, Ohio 43302 Huger, SC 29450 5929 E. State Hwy 18 Armorel, AR 72310 (903) 626-4461 (740) 383-4011 (843) 336-6000 (870) 762-5500 Nucor Steel Connecticut, Inc. Nucor Steel Kingman, LLC 35 Toelles Road 3000 West Old Highway 66 Wallingford, CT 06492 Kingman, AZ 86413 (203) 265-0615 (928) 718-7035 2. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW STEEL PRODUCTS AS SOLD BY NUCOR ARE NOT HAZARDOUS PER OSHA GHS 29 CFR 1910, 1915, 1926. However, individual customer processes, (such as welding, sawing, brazing, grinding, abrasive blasting, and machining) may result in the formation of fumes, dust (combustible or otherwise), and/or particulate that may present the following hazards: OSHA Hazards: GHS Classification: Pictogram(s): Page 1 of8 Carcinogen Skin Sensitizer Target Organ Effect-Lungs Carcinogenicity (Category 2) Skin Sensitization (Category 1) Specific Target Organ Toxicity-Repeated Exposure (Category 1) Revision Date: 12/23/2014 Carbon and Alloy Steels Signal Word: Danger Hazard Statement(s) H317: Dust/fumes may cause an allergic skin reaction. H351: Dust/fumes suspected of causing cancer via inhalation. H372: Inhalation of dust/fumes causes damage to respiratory tract through prolonged or repeated exposure. Precautionary Statement(s) P202: Do not handle until all safety precautions have been read and understood. P261: Avoid breathing dust/fumes. P281: Use personal protective equipment as required. P308+P313: If exposed or concerned: Get medical advice/attention. Potential Health Effects Eye Contact Dusts or particulates may cause mechanical irritation including pain, tearing, and redness. Scratching of the cornea can occur if eye is rubbed. Fumes may be irritating. Contact with the heated material may cause thermal burns. Skin Contact Dusts or particulates may cause mechanical irritation due to abrasion. Coated steel may cause skin irritation in sensitive individuals (see Section 16 for additional information.) Some components in this product are capable of causing an allergic reaction, possibly resulting in burning, itching and skin eruptions. Contact with heated material may cause thermal burns. Inhalation Dusts may cause irritation of the nose, throat, and lungs. Excessive inhalation of metallic fumes and dusts may result in metal fume fever, an influenza-like illness. It is characterized by a sweet or metallic taste in the mouth, accompanied by dryness and irritation of the throat, cough, shortness of breath, pulmonary edema, general malaise, weakness, fatigue, muscle and joint pains, blurred vision, fever and chills. Typical symptoms last from 12 to 48 hours. Ingestion Not expected to be acutely toxic via ingestion based on the physical and chemical properties of the product. Swallowing of excessive amounts of the dust may cause irritation, nausea, and diarrhea. Potential Fire and Explosion Hazards Under normal conditions, steel products do not present fire or explosion hazards, and dust generated by handling steel products is oxidized and not combustible. Processing of steel product by some individual customers may produce potentially combustible dust that may represent a fire or explosion hazard. Chronic or Special Toxic Effects Repeated exposure to fine dusts may inflame the nasal mucosa and cause changes to the lung. In addition, a red-brown pigmentation of the eye and/or skin may occur. Welding fumes have been associated with adverse health effects. Contains components that may cause cancer or reproductive effects. The following components are listed by NTP, OSHA, or IARC as carcinogens: Nickel, chromium (hexavalent), cobalt, lead, cadmium, antimony (trioxide), arsenic, beryllium. See Section 11, for additional, specific information on effects noted above. Target Organs Overexposure to specific components of this product that are generated in dusts or fumes may cause adverse effects to the following organs or systems: eyes, skin, liver, kidney, central nervous system, cardiovascular system, respiratory system. Medical Conditions Aggravated by Exposure Diseases of the skin such as eczema may be aggravated by exposure. Also, disorders of the respiratory system including asthma, bronchitis, and emphysema. Long-term inhalation exposure to agents that cause pneumoconiosis (e.g. dust) may act synergistically with inhalation of oxide fumes or dusts of this product. Page 2of 8 Revision Date: 12/23/2014 Carbon and Alloy Steels 3. COMPOSITION/INFORMATION ON INGREDIENTS Components CAS No. %Weight Exposure Limits ACGIH TLV {mg/m3) OSHA PEL fma/m3) Base Metal: Iron (Fe) 7439-89-6 Balance 5 Oxide Dust/Fume 10 Oxide Dust/Fume Alloying Elements Aluminum (AI) 7429-90-5 <0.05 10 Dust 15 Dust 5 Fume 5 Respirable fraction Antimony (Sb) 7440-36-0 <0.9 0.5 As Antimony 0.5 As Antimony Arsenic (As) 7440-38-2 <0.09 0.01 As Arsenic (A 1 Carcinogen) 0.01 As Arsenic Beryllium (Be) 7440-41-7 <0.09 0.00 As Beryllium (A 1 Carcinogen) 0.002 As Beryllium 2 As Beryllium (STEL) 0.005 As Beryllium (Ceiling) 0.01 Boron (B) 7440-42-8 <0.9 10 Oxide Dust 15 Oxide Dust Cadmium (Cd) 7440-43-9 0.01 As Cadmium (A2 Carcinogen) 0.005 As Cadmium <0.01 0.00 Respirable fraction 0.0025 As Cadmium (Action Level) 2 Calcium (Ca) 1305-78-8 <0.9 2 Oxide Dust 5 Oxide Dust Carbon (C) 7440-44-0 <1.2 Not Established Not Established Chromium (Cr) 7440-47-3 0.01-1.2 0.5 Metal 1 Metal ·Cobalt (Co) 7440-48-4 <0.09 0.02 As Cobalt (A3 Carcinogen) 0.1 Metal/Dust/Fume Copper (Cu) 7440-50-8 <0.9 1 Dust 1 Dust 0.2 Fume 0.1 Fume Lead (Pb) 7439-92-1 <0.07 0.05 Dust I Fume (A3 Carcinogen) 0.05 Dust/ Fume Magnesium (Mg) 7439-95-4 <0.9 Not Established Not Established Manganese (Mn) 7439-96-5 0.2-2 0.2 Elemental Mn and lnorg 5 Fume (Ceiling) Compounds Molybdenum (Mo) 7439-98-7 <0.9 10 Insoluble Compounds 15 Insoluble Compounds Niobium (Nb) 7440-03-1 <0.9 Not Established Nickel (Ni) 7440-02-0 <1.0 1.5 Metal 1 Metal and Insoluble Compounds Nitrogen (N) 7727-37-9 <0.9 Simple Asphyxiant Simple Asphyxiant Phosphorus (P) 7723-14-0 <0.9 0.1 Phosphorus 0.1 Phosphorus Selenium ISel 7782-49-2 <0.9 0.2 Selenium 0.2 Selenium Silicon (Si) 7440-21-3 <0.9 10 Dust 15 Dust Sulfur (S) 7446-09-<0.9 5.2 Sulfur Dioxide 13 Sulfur Dioxide 05 13 Sulfur Dioxide (STEL) Tin (Sn) 7440-31-5 <0.9 2 Metal, Oxide and Inorganic 2 Inorganic Compounds Compounds Titanium (Ti) 7440-32-6 <0.9 Not Established Not Established Tungsten 0N) 7440-33-7 <0.9 5 Insoluble Compounds as W Not Established 10 Insoluble Compounds as W (STEL) Vanadium (V) 7440-62-2 <0.9 0.05 Oxide Dust/Fume 0.5 Oxide Dust (Ceiling) 0.1 Oxide Fume (Ceiling) Zinc (Zn) 7440-66-6 10 Oxide Dust 5 Oxide Fume 0.0-0.10 5 OxideFume 10 Oxide Dust 10 Oxide Fume (STELl NOTE: No permissible exposure limits (PEL) or threshold limit values (TLV) exist for steel over all. The above listing is a summary of elements used in alloying Nucor Steel Products. Various grades of steel will contain different combinations of these elements and/or trace materials. Exact specifications may be found by calling the division and asking for a specifications sheet. Page 3 of8 Revision Date: 12/23/2014 I Carbon and Alloy Steels 4. FIRST AID MEASURES Eye Contact -In case of overexposure to dusts or fumes, immediately flush eyes with plenty of water for at least 15 minutes occasionally lifting the eye lids. Get medical attention if irritation persists. Thermal burns should be treated as medical emergencies. Skin Contact -In case of overexposure to dusts or particulates, wash with soap and plenty of water. Get medical attention if irritation develops or persists. If thermal burn occurs, flush area with cold water and get immediate medical attention. Inhalation -In case of overexposure to dusts or fumes, remove to fresh air. Get immediate medical attention if symptoms described in this SDS develop. Ingestion -Not considered an ingestion hazard. However, if excessive amounts of dust or particulates are swallowed, treat symptomatically and supportively. Get medical attention. Notes to Physician -Inhalation of metal fume or metal oxides may produce an acute febrile state, with cough, chills, weakness, and general malaise, nausea, vomiting, muscle cramps, and remarkable leukocytosis. Treatment is symptomatic, and condition is self limited in 24-48 hours. Chronic exposure to dusts may result in pneumoconiosis of mixed type. 5. FIRE FIGHTING MEASURES Flash Point (Method) -Not applicable Flammable Limits (% volume in air) -Not applicable Auto ignition Temperature-Not applicable Extinguishing Media -For molten metal, use dry powder or sand. For steel dust use or dry sand, water, foam, argon or nitrogen. Special Fire Fighting Procedures -Do not use water on molten metal. Do not use Carbon Dioxide (C02). Firefighters should not enter confined spaces without wearing NIOSH/MSHA approved positive pressure breathing apparatus (SCBA) with full face mask and full protective equipment. Unusual Fire or Explosion Hazards -Steel products do not present fire or explosion hazards under normal conditions. Any non-oxidized fine metal particles/ dust generated by grinding, sawing, abrasive blasting, or individual customer processes may produce materials that the customer should test for combustibility and other hazards in accordance with applicable regulations. High concentrations of combustible metallic fines in the air may present an explosion hazard. 6. ACCIDENTAL RELEASE MEASURES Precautions if Material is Spilled or Released -Emergency response is unlikely unless in the form of combustible dust. Avoid inhalation, eye, or skin contact of dusts by using appropriate precautions outlined in this SDS (see section 8). Fine turnings and small chips should be swept or vacuumed and placed into appropriate disposable containers. Keep fine dust or powder away from sources of ignition. Scrap should be reclaimed for recycling. Prevent materials from entering drains, sewers, or waterways. Specific standards and regulations may be applicable to materials generated by individual customer processes. As appropriate, these standards and regulations should be consulted for applicability. Fire and Explosion Hazards -Some customer processes may generate combustible dust that may require specific precautions when cleaning spills or releases of dust. Environmental Precautions -Some grades of steel may contain reportable quantities of alloying elements. See Section 15 for additional information. Waste Disposal Methods -Dispose of used or unused product in accordance with applicable Federal, State, and Local regulations. Please recycle. 7. HANDLING AND STORAGE Storage Temperatures-Stable under normal temperatures and pressures. Precautions to be Taken in Handling and Storing -Store away from strong oxidizers. Dusts and/or powders, alone, or combined with process specific fluids, may form explosive mixtures with air. Applicable Federal, state and local laws and regulations may require testing dust generated from processing of steel Page 4 of 8 Revision Date: 12/23/2014 Carbon and Alloy Steels products to determine if it represents a fire or explosion hazard and to determine appropriate protection methods. Avoid breathing dusts or fumes. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Operations with potential for generating high concentrations of airborne particulates or fumes should be evaluated and controlled as necessary. Eye Protection -Use safety glasses. Dust resistant safety goggles are recommended under circumstances where particles could cause mechanical injury such as grinding or cutting. Face shield should be used when welding or cutting. Skin -Appropriate protective gloves should be worn as necessary. Good personal hygiene practices should be followed including cleansing exposed skin several times daily with soap and water, and laundering or dry cleaning soiled work clothing. Respiratory Protection -NIOSH/MSHA approved dust/fume/mist respirator should be used to avoid excessive exposure. See Section 3 for component material information exposure limits. If such concentrations are sufficiently high that this respirator is inadequate, or high enough to cause oxygen deficiency, use a positive pressure self-contained breathing apparatus (SCBA). Follow all applicable respirator use, fitting, and training standards and regulations. Ventilation -Provide general and/or local exhaust ventilation to control airborne levels of dust or fumes below exposure limits. Exposure Guidelines -No permissible exposure limits (PEL) or threshold limit values (TL V) exist for steel. See Section 3 for component materials. Various grades of steel will contain different combinations of these elements. Trace elements may also be present in minute amounts 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor-Silver grey to grey black with metallic luster. Boiling Point -Not applicable Melting Point -Approximately 2800 °F pH -Not applicable Specific Gravity (at 15.6°C)-Not applicable Density (at 15.6 °C) -Not applicable Vapor Pressure -Not applicable Vapor Density (air= 1)-Not applicable % Volatile, by Volume -Not applicable Solubility in Water-Insoluble. Evaporation Rate (Butyl Acetate = 1) -Not applicable Other Physical and Chemical Data -None 10. STABILITY AND REACTIVITY Stability -Stable Conditions to Avoid -Steel at temperatures above the melting point may liberate fumes containing oxides of iron and alloying elements. Avoid generation of airborne fume. Hazardous Polymerization -Will not occur. Incompatibility (Materials to Avoid) -Reacts with strong acids to form hydrogen gas. Do not store near strong oxidizers. Hazardous Decomposition Products -Metallic fumes may be produced during welding, burning, grinding, and possibly machining or any situation with the potential for thermal decomposition. Refer to ANSI Z49.1 11. TOXICOLOGICAL INFORMATION The primary component of this product is iron. Long-term exposure to iron dusts or fumes can result in a condition called siderosis which is considered to be a benign pneumoconiosis. Symptoms may include chronic bronchitis, emphysema, and shortness of breath upon exertion. Penetration of iron particles in the skin or eye may cause an exogenous or ocular siderosis which may be characterized by a red-brown Page 5 of 8 Revision Date: 12/23/2014 Carbon and Alloy Steels pigmentation of the affected area. Ingestion overexposures to iron may affect the gastrointestinal, nervous, and hematopoietic system and the liver. Iron and steel founding, but not iron or iron oxide, has been listed as carcinogenic (Group 1) by IARC. When this product is welded, fumes are generated. Welding fumes may be different in composition from the original welding product, with the chief component being ordinary oxides of the metal being welded. Chronic health effects (including cancer) have been associated with the fumes and dusts of individual component metals (see above), and welding fumes as a general category have been listed by IARC as a carcinogen (Group 2B). There is also limited evidence that welding fumes may cause adverse reproductive and fetal effects. Evidence is stronger where welding materials contain known reproductive toxins, e.g., lead, which may be present in the coating material of this product. Breathing fumes or dusts of this product may result in metal fume fever, which is an illness produced by inhaling metal oxides. These oxides are produced by heating various metals including cadmium, zinc, magnesium, copper, antimony, nickel, cobalt, manganese, tin, lead, beryllium, silver, chromium, aluminum, selenium, iron, and arsenic. The most common agents involved are zinc and copper. This product may contain small amounts of manganese. Prolonged exposure to manganese dusts or fumes is associated with "manganism", a Parkinson-like syndrome characterized by a variety of neurological symptoms including muscle spasms, gait disturbances, tremors, and psychoses. This product may contain small amounts of cadmium. Primary target organs for cadmium overexposure are the lung and the kidney. Because of its cumulative nature, chronic cadmium poisoning can cause serious disease which takes many years to develop and may continue to progress despite cessation of exposure. Progression of the disease may not reflect current exposure conditions. It is also capable of causing a painful osteomalacia called "ltai-ltai" in postmenopausal women, and has caused developmental effects and/or reproductive effects in male and female animals. Cadmium is a listed carcinogen by NTP, OSHA, and IARC (Group 1). This product may contain small amounts of chromium. Prolonged and repeated overexposure to chromium dusts or fumes may cause skin ulcers, nasal irritation and ulceration, kidney damage and cancer of the respiratory system. Chromium is skin sensitizer. Cancer is generally attributed to the hexavalent (+6) form of chromium which is listed as a carcinogen by NTP and IARC (Group 1). This product may contain small amounts of nickel. Prolonged and repeated contact with nickel may cause sensitization dermatitis. Inhalation of nickel compounds has caused lung damage as well as sinus, nasal and lung cancer in laboratory animals. Nickel is a listed carcinogen by NTP and IARC (Group 1). This product may contain small amounts of vanadium. Adverse effects from dermal, inhalation or parenteral exposure to various vanadium compounds have been reported. The major target for vanadium pentoxide toxicity is the respiratory tract. Fumes or dust can cause severe eye and respiratory irritation, and systemic effects. Chronic bronchitis, green tongue, conjunctivitis, pharyngitis, rhinitis, rales, chronic productive cough, and tightness of the chest have been reported following overexposure. Allergic reactions resulting from skin and inhalation exposures have also been reported. A statistical association between vanadium air levels and lung cancer has been suggested, but vanadium currently is not regarded as a human carcinogen. This product may contain small amounts of lead. Lead can accumulate in the body. Consequently, exposure to fumes or dust may produce signs of polyneuritis, diminished vision and peripheral neuropathy, such as tingling and loss of feeling in fingers, arms and legs. Lead is a known reproductive and developmental toxin. It is also associated with central nervous system disorders, anemia, kidney dysfunction and neurobehavioral abnormalities. The brain is a major target organ for lead exposure. Elemental lead is listed as an IARC 2B carcinogen. The product may contain small amounts of copper. Copper dust and fumes can irritate the eyes, nose and throat causing coughing, wheezing, nosebleeds, ulcers and metal fume fever. Other effects from repeated inhalation of copper fumes include a metallic or sweet taste, and discoloration of skin, teeth or hair. Copper also may cause an allergic skin reaction. Overexposure to copper can affect the liver. Page 6 of8 Revision Date: 12/23/2014 Carbon and Alloy Steels 12. ECOLOGICAL INFORMATION Aquatic Ecotoxicological Data -No specific information available on this product. Environmental Fate Data -No specific information available on this product. 13. DISPOSAL CONSIDERATIONS Recovery and reuse, rather than disposal, should be the ultimate goal of handling efforts. Dispose in accordance with federal, state, and local health and environmental regulations. Prevent materials from entering drains, sewers, or waterways. 14. TRANSPORT INFORMATION DOT Proper Shipping Name -Not regulated DOT Hazard Classification -Not regulated UN/NA Number-Not applicable DOT Packing Group -Not applicable Labeling Requirements -Not applicable Placards -Not applicable DOT Hazardous Substance -Not applicable DOT Marine Pollutant -Not applicable 15. REGULATORY INFORMATION This product is not hazardous under the criteria of the Federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, dusts and fumes from this product may be combustible or hazardous and require protection to comply with applicable Federal, state and local laws and regulations. California Proposition 65: This product contains chemicals (antimony [oxide], arsenic, beryllium, chromium [hexavalent], cobalt, cadmium, lead, nickel) known to the State of California to cause cancer and chemicals (cadmium, lead) known to the State of California to cause birth defects or other reproductive harm. Massachusetts Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc Pennsylvania Hazardous Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc New Jersey Hazardous Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc Toxic Substances Control Act (TSCA) Components of this product are listed on the TSCA Inventory. Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) Steel is not reportable, however, it contains hazardous substances that may be reportable if released in pieces with diameters less than or equal to 0.004 inches (RQ marked with a "*"). Page 7 of8 Chemical Name Antimony Arsenic Beryllium Cadmium Chromium Copper Reportable Quantity lin lbl 5000* 1* 10* 10* 5000* 5000* Revision Date: 12/23/2014 Carbon and Alloy Steels Chemical Name Lead Nickel Phosphorus Selenium Zinc Reportable Quantity tin lb) 10* 100* 1 100* 1000* Superfund Amendments and Reauthorization Act of 1986 (SARA), Title Ill SECTION 311/312 HAZARD CATEGORIES: Immediate Health Effect, Delayed Health Effect This product contains the following EPCRA Section 313 chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 (40 CFR 372): SECTION 313 REPORTABLE INGREDIENTS: Chemical Name CASNymber Concentration (~ bll weight) Reportable Aluminum 7429-90-5 <0.05 No -Less than 1% Antimony 7440-36-0 <0.9 No -Less than 1% Arsenic 7440-38-2 <0.09 No-Less than 0.1% Beryllium 7440-41-7 <0.09 No -Less than 0.1% Cadmium 7440-43-9 <0.01 No -Less than 0.1% Chromium 7440-47-3 0.01-1.2 Yes-Greater than 0.1% Cobalt 7440-48-4 <0.09 No-Less than 0.1% Copper 7440-50-8 <0.9 No-Less than 1% Lead 7439-92-1 <0.07 Yes Manganese 7439-96-5 0.2-2 Yes-Greater than 1% Nickel 7440-02-0 <1.0 Yes-Greater than 0.1% Phosphorus 7723-14-0 <0.9 No -Less than 1% Selenium 7782-49-2 <0.9 No-Less than 1% Vanadium 7440-62-2 <0.9 No-Less than 1% Zinc 7440-66-6 0-0.10 No -Less than 1% Concentrations based on analytical data and process knowledge of typical products distributed by the facility. 16. OTHER INFORMATION This SDS covers Nucor product as delivered from the Nucor facility, but does not include chemicals that may be applied by subsequent handlers and/or distributors of this product. This could include a variety of materials including oils, paints, galvanization, etc. that are not included in this SDS. Additionally, specialty orders may require application of coating material not listed in this SDS. SDSs for any Nucor-applied specialty coating will be provided separately. During welding, precautions should be taken for airborne contaminants that may originate from components of the welding rod. Arc or spark generated when welding or burning could be a source of ignition for combustible and/or flammable materials. The information in this Safety Data Sheet (SDS) was obtained from sources which we believe are reliable; however, the information is provided without any representation or warranty, expressed or implied, regarding the accuracy or correctness. The conditions or methods of handling, storage, use and disposal of the product are beyond our control and may be beyond our knowledge. For this and other reasons, we do not assume responsibility and expressly disclaim liability for loss, damage, or expense arising out of or in any way connected with the handling, storage, use, or disposal of this product. Page 8 of 8 Revision Date: 12/23/2014 SAFETY DATA SHEET 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Trade Name: Sheet Steel CAS Number: Not applicable Synonyms: Hot Band, Cold Rolled, P&O, Galvanized Use/Description: Steel for thin gauge products and sheet steel for Castrip® Company Identification: Nucor Steel-Arkansas 7301 E. County Road 142 Blytheville, AR 72315 Nucor Steel -Berkeley 1455 Hagan Avenue Huger, SC 29450 Nucor Steel Decatur, LLC 4301 Iverson Boulevard Trinity, AL 35673 Nucor Steel -Indiana Castrip 4537 South Nucor Road Crawfordsville, IN 47933 Nucor Steel Gallatin 4831 U.S. Hwy 42 West Ghent, KY 41 045 EMERGENCY OVERVIEW 2. 24 Hour Contact -CHEMTREC 1-800-424-9300 Safety Officer [8:00am-5:00pm]: 1-(870) 762-2100 Safety Officer [8:00 am -5:00 pm]: 1-(843) 336-6000 Safety Officer [8:00am-5:00pm]: 1-(256) 301-3500 Safety Officer [8:00am-5:00pm]: 1-(765) 364-1323 Safety Officer [8:00am-5:00pm]: 1-(859) 567-3100 HAZARDS IDENTIFICATION STEEL PRODUCTS AS SOLD BY NUCOR ARE NOT HAZARDOUS PER OSHA GHS 29 CFR 1910, 1915, 1926. However, individual customer processes, (such as welding, sawing, brazing, grinding, abrasive blasting, and machining) may result in the formation of fumes, dust (combustible or otherwise), and/or particulate that may present the following hazards: OSHA Hazards: GHS Classification: Pictogram(s): Signal Word: Page 1 of8 Carcinogen Skin Sensitizer Target Organ Effect-Lungs Carcinogenicity (Category 2) Skin Sensitization (Category 1) Specific Target Organ Toxicity-Repeated Exposure (Category 1) Danger Revision Date: 12/5/2014 Sheet Steel Hazard Statement(s) H317: Dust/fumes may cause an allergic skin reaction. H351: Dust/fumes suspected of causing cancer via inhalation. H372: Inhalation of dust/fumes causes damage to respiratory tract through prolonged or repeated exposure Precautionary Statement(s) P202: Do not handle until all safety precautions have been read and understood. P261: Avoid breathing dust/fumes. P281: Use personal protective equipment as required. P308+P313: If exposed or concerned: Get medical advice/attention. Potential Health Effects Eye Contact Dusts or particulates may cause mechanical irritation including pain, tearing, and redness. Scratching of the cornea can occur if eye is rubbed. Fumes may be irritating. Contact with the heated material may cause thermal burns. Skin Contact Dusts or particulates may cause mechanical irritation due to abrasion. Coated steel may cause skin irritation in sensitive individuals (see Section 16 for additional information.) Some components in this product are capable of causing an allergic reaction, possibly resulting in burning, itching and skin eruptions. Contact with heated material may cause thermal burns. Inhalation Dusts may cause irritation of the nose, throat, and lungs. Excessive inhalation of metallic fumes and dusts may result in metal fume fever, an influenza-like illness. It is characterized by a sweet or metallic taste in the mouth, accompanied by dryness and irritation of the throat, cough, shortness of breath, pulmonary edema, general malaise, weakness, fatigue, muscle and joint pains, blurred vision, fever and chills. Typical symptoms last from 12 to 48 hours. Ingestion Not expected to be acutely toxic via ingestion based on the physical and chemical properties of the product. Swallowing of excessive amounts of the dust may cause irritation, nausea, and diarrhea. Potential Fire and Explosion Hazards Under normal conditions, steel products do not present fire or explosion hazards, and dust generated by handling steel products is oxidized and not combustible. Processing of steel product by some individual customers may produce potentially combustible dust that may represent a fire or explosion hazard. Chronic or Special Toxic Effects Repeated exposure to fine dusts may inflame the nasal mucosa and cause changes to the lung. In addition, a red-brown pigmentation of the eye and/or skin may occur. Welding fumes have been associated with adverse health effects. Contains components that may cause cancer or reproductive effects. The following components are listed by NTP, OSHA, or IARC as carcinogens: Nickel, chromium (hexavalent), cobalt, lead, cadmium, antimony (trioxide), arsenic, beryllium. See Section 11, for additional, specific information on effects noted above. Target Organs Overexposure to specific components of this product that are generated in dusts or fumes may cause adverse effects to the following organs or systems: eyes, skin, liver, kidney, central nervous system, cardiovascular system, respiratory system,. Medical Conditions Aggravated by Exposure Diseases of the skin such as eczema may be aggravated by exposure. Also, disorders of the respiratory system including asthma, bronchitis, and emphysema. Long-term inhalation exposure to agents that cause pneumoconiosis (e.g. dust) may act synergistically with inhalation of oxide fumes or dusts of this product. 3 . COMPOSITION/INFORMATION ON INGREDIENTS Components CAS No. %Weight Exposure Limits I ACGIH TLV (mg/m3) OSHA PEL (mg/m3) Base Metal: sl Oxide Dust/Fume I 1 o I Oxide Dust/Fume I Iron (Fe) 7439-89-6 Balance Page 2 of8 Revision Date: 12/5/2014 Sheet Steel Components CAS No. %Weight Exposure Limits ACGIH TLV (mg/m3) OSHA PEL (mg/m~_ Allo~ing Elements Aluminum (AI) 7429-90-5 0-3.0 10 Dust 15 Dust 5 Fume 5 Respirable fraction Antimony (Sb) 7440-36-0 <0.9 0.5 As Antimony 0.5 As Antimony Arsenic (As) 7440-38-2 <0.09 0.01 As Arsenic (A 1 Carcinogen) O.Q1 As Arsenic Beryllium (Be) 7440-41-7 <0.09 0.002 As Beryllium (A1 Carcinogen) 0.002 As Beryllium O.Q1 As Beryllium (STEL) 0.005 As Beryllium (Ceiling) Boron (B) 7440-42-8 <1.1 10 Oxide Dust 15 Oxide Dust Cadmium (Cd) 7440-43-9 <0.01 0.01 As Cadmium (A2 Carcinogen) 0.005 As Cadmium 0.002 Respirable fraction 0.0025 As Cadmium (Action Level) Calcium (Ca) 1305-78-8 <0.9 2 Oxide Dust 5 Oxide Dust Carbon (C) 7440-44-0 <1.0 Not Established Not Established Chromium (Cr) 7440-47-3 0.01-12.5 0.5 Metal 1 Metal Cobalt (Co) 7440-48-4 <0.09 0.02 As Cobalt (A3 Carcinogen) 0.1 Metal/Dust/Fume Copper (Cu) 7440-50-8 <3.5 1 Dust 1 Dust 0.2 Fume 0.1 Fume Lead (Pb) 7439-92-1 0.0-0.04 0.05 Dust/ Fume (A3 Carcinogen) 0.05 Dust/ Fume Magnesium (Mg) 7439-95-4 <0.9 Not Established Not Established Manganese (Mn) 7439-96-5 <12.5 0.2 Elemental Mn and lnorg 5 Fume (Ceiling) Compounds Molybdenum (Mo) 7439-98-7 <1.1 10 Insoluble Compounds 15 Insoluble Compounds Niobium (Nb) 7440-03-1 <0.9 Not Established Nickel (Ni) 7440-02-0 O.Q1-3.0 1.5 Metal 1 Metal and Insoluble Compounds Nitrogen (N) 7727-37-9 <0.9 Simple Asphyxiant Simple Asphyxiant Phosphorus (P) 7723-14-0 <0.9 0.1 Phosphorus 0.1 Phosphorus Selenium (Se) 7782-49-2 <0.9 0.2 Selenium 0.2 Selenium Silicon (Si) 7440-21-3 0.0-5.0 10 Dust 15 Dust Sulfur (S) 7446-09-05 <0.9 5.2 Sulfur Dioxide 13 Sulfur Dioxide 13 Sulfur Dioxide (STEL) Tin (Sn) 7440-31-5 <0.9 2 Metal, Oxide and Inorganic 2 Inorganic Compounds Compounds Titanium (Ti) 7440-32-6 <0.9 Not Established Not Established Tungsten rN) 7440-33-7 <0.9 5 Insoluble Compounds as W Not Established 10 Insoluble Compounds as W (STEL) Vanadium (V) 7440-62-2 <0.9 0.05 Oxide Dust/Fume 0.5 Oxide Dust (Ceiling) 0.1 Oxide Fume (Ceiling) Zinc (Zn) 7440-66-6 10 Oxide Dust 5 Oxide Fume 0.0-0.1 5 Oxide Fume 10 Oxide Dust 10 Oxide Fume (STEL) Coatings and Finishing Treabnents; Hydrochloric Acid (HCI) 7647-01-0 <3 Petroleum, Natural Mixture <0.1 5 Mist 5 Mist or Synthetic oils Anhydrous 1310-58-3 <0.01 2 Ceiling 2 Ceiling Potassium Hydroxide Glycine,nn-1 ,2-60-00-4 <0.01 Page 3 of8 Revision Date: 12/5/2014 Sheet Steel Components CAS No. %Weight Exposure Limits ACGIH TLV (mg/m3) OSHA PEL (mg/m3) ethanediylbis Polyalkylene glycol Mixture <0.01 Sodium nitrite 7632-00-0 <0.01 10 Oxide Dust Zinc (galvanized) 7440-66-6 0.4-10 5 OxideFume 5 Oxide Fume 10 Oxide Fume (STEL) 10 Oxide Dust NOTE: No permissible exposure limits (PEL) or threshold limit values {TL V) exist for steel over all. The above listing is a summary of elements used in normal Nucor Steel Products. Various grades of steel will contain different combinations of these elements and/or trace materials. Exact specifications for specific products may be available upon request. 4. FIRST AID MEASURES Eye Contact-In case of overexposure to dusts or fumes, immediately flush eyes with plenty of water for at least 15 minutes occasionally lifting the eye lids. Get medical attention if irritation persists. Thermal burns should be treated as medical emergencies. Skin Contact -In case of overexposure to dusts or particulates, wash with soap and plenty of water. Get medical attention if irritation develops or persists. If thermal burn occurs, flush area with cold water and get immediate medical attention. Inhalation -In case of overexposure to dusts or fumes, remove to fresh air. Get immediate medical attention if symptoms described in this SDS develop. Ingestion -Not considered an ingestion hazard. However, if excessive amounts of dust or particulates are swallowed, treat symptomatically and supportively. Get medical attention. Notes to Physician -Inhalation of metal fume or metal oxides may produce an acute febrile state, with cough, chills, weakness, and general malaise, nausea, vomiting, muscle cramps, and remarkable leukocytosis. Treatment is symptomatic, and condition is self limited in 24-48 hours. Chronic exposure to dusts may result in pneumoconiosis of mixed type. 5. FIRE FIGHTING MEASURES Flash Point (Method) -Not applicable Flammable Limits (% volume in air) -Not applicable Auto ignition Temperature -Not applicable Extinguishing Media -For molten metal, use dry powder or sand. For steel dust use or dry sand, water, foam, argon or nitrogen. Special Fire Fighting Procedures -Do not use water on molten metal. Do not use Carbon Dioxide (COz). Firefighters should not enter confined spaces without wearing NIOSH/MSHA approved positive pressure breathing apparatus (SCBA) with full face mask and full protective equipment. Unusual Fire or Explosion Hazards -Steel products do not present fire or explosion hazards under normal conditions. Any non-oxidized fine metal particles/ dust generated by grinding, sawing, abrasive blasting, or individual customer processes may produce materials that the customer should test for combustibility and other hazards in accordance with applicable regulations. High concentrations of combustible metallic fines in the air may present an explosion hazard. 6. ACCIDENTAL RELEASE MEASURES Precautions if Material is Spilled or Released -Emergency response is unlikely unless in the form of combustible dust. Avoid inhalation, eye, or skin contact of dusts by using appropriate precautions outlined in this SDS (see section 8). Fine turnings and small chips should be swept or vacuumed and placed into appropriate disposable containers. Keep fine dust or powder away from sources of ignition. Scrap should be reclaimed for recycling. Prevent materials from entering drains, sewers, or waterways. Fire and Explosion Hazards -Some customer processes may generate combustible dust that may require specific precautions when cleaning spills or releases of dust. Page 4 of8 Revision Date: 12/5/2014 Sheet Steel Environmental Precautions • Some grades of steel may contain reportable quantities of alloying elements. See Section 15 for additional information. Waste Disposal Methods • Dispose used or unused product in accordance with applicable Federal, State, and Local regulations. Please recycle. 7. HANDLING AND STORAGE Storage Temperatures • Stable under normal temperatures and pressures. Precautions to be Taken in Handling and Storing -Store away from strong oxidizers. Dusts and/or powders, alone, or combined with process specific fluids, may form explosive mixtures with air. Applicable Federal, state and local laws and regulations may require testing dust generated from processing of steel products to determine if it represents a fire or explosion hazard and to determine appropriate protection methods. Avoid breathing dusts or fumes. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Operations with potential for generating high concentrations of airborne particulates or fumes should be evaluated and controlled as necessary. Eye Protection • Use safety glasses. Dust resistant safety goggles are recommended under circumstances where particles could cause mechanical injury such as grinding or cutting. Face shield should be used when welding or cutting. Skin • Appropriate protective gloves should be worn as necessary. Good personal hygiene practices should be followed including cleansing exposed skin several times daily with soap and water, and laundering or dry cleaning soiled work clothing. Respiratory Protection • NIOSH/MSHA approved dusUfume/mist respirator should be used to avoid excessive exposure. See Section 3 for component material information exposure limits. If such concentrations are sufficiently high that this respirator is inadequate, or high enough to cause oxygen deficiency, use a positive pressure self-contained breathing apparatus (SCBA). Follow all applicable respirator use, fitting, and training standards and regulations. Ventilation· Provide general and/or local exhaust ventilation to control airborne levels of dust or fumes below exposure limits. Exposure Guidelines -No permissible exposure limits (PEL) or threshold limit values (TLV) exist for steel. See Section 3 for component materials. Various grades of steel will contain different combinations of these elements. Trace elements may also be present in minute amounts. 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor-Silver grey to grey black with metallic luster. Boiling Point • Not applicable Melting Point -Approximately 2800 °F pH -Not applicable Specific Gravity (at 15.6°C)-Not applicable Density (at 15.6 °C) -Not applicable Vapor Pressure -Not applicable Vapor Density (air= 1)-Not applicable % Volatile, by Volume -Not applicable Solubility in Water· Insoluble. Evaporation Rate (Butyl Acetate = 1) -Not applicable Other Physical and Chemical Data -None 10. STABILITY AND REACTIVITY Stability • Stable Conditions to Avoid • Steel at temperatures above the melting point may liberate fumes containing oxides of iron and alloying elements. Avoid generation of airborne fume. Hazardous Polymerization • Will not occur. Incompatibility (Materials to Avoid) • Reacts with strong acids to form hydrogen gas. Do not store near strong oxidizers. Page 5 of8 Revision Date: 12/5/2014 Sheet Steel Hazardous Decomposition Products -Metallic fumes may be produced during welding, burning, grinding, and possibly machining or any situation with the potential for thermal decomposition. Refer to ANSI Z49.1 11. TOXICOLOGICAL INFORMATION The primary component of this product is iron. Long-term exposure to iron dusts or fumes can result in a condition called siderosis which is considered to be a benign pneumoconiosis. Symptoms may include chronic bronchitis, emphysema, and shortness of breath upon exertion. Penetration of iron particles in the skin or eye may cause an exogenous or ocular siderosis which may be characterized by a red-brown pigmentation of the affected area. Ingestion overexposures to iron may affect the gastrointestinal, nervous, and hematopoietic system and the liver. Iron and steel founding, but not iron or iron oxide, has been listed as carcinogenic (Group 1) by IARC. When this product is welded, fumes are generated. Welding fumes may be different in composition from the original welding product, with the chief component being ordinary oxides of the metal being welded. Chronic health effects (including cancer) have been associated with the fumes and dusts of individual component metals (see above}, and welding fumes as a general category have been listed by IARC as a carcinogen (Group 2B). There is also limited evidence that welding fumes may cause adverse reproductive and fetal effects. Evidence is stronger where welding materials contain known reproductive toxins, e.g., lead which may be present in the coating material of this product. Breathing fumes or dusts of this product may result in metal fume fever, which is an illness produced by inhaling metal oxides. These oxides are produced by heating various metals including cadmium, zinc, magnesium, copper, antimony, nickel, cobalt, manganese, tin, lead, beryllium, silver, chromium, aluminum, selenium, iron, and arsenic. The most common agents involved are zinc and copper. This product may contain small amounts of manganese. Prolonged exposure to manganese dusts or fumes is associated with "manganism", a Parkinson-like syndrome characterized by a variety of neurological symptoms including muscle spasms, gait disturbances, tremors, and psychoses. This product may contain small amounts of cadmium. Primary target organs for cadmium overexposure are the lung and the kidney. Because of its cumulative nature, chronic cadmium poisoning can cause serious disease which takes many years to develop and may continue to progress despite cessation of exposure. Progression of the disease may not reflect current exposure conditions. It is also capable of causing a painful osteomalacia called "ltai-ltai" in postmenopausal women, and has caused developmental effects and/or reproductive effects In male and female animals. Cadmium is a listed carcinogen by NTP, OSHA, and IARC (Group 1). This product may contain small amounts of chromium. Prolonged and repeated overexposure to chromium dusts or fumes may cause skin ulcers, nasal irritation and ulceration, kidney damage and cancer of the respiratory system. Chromium is skin sensitizer. Cancer is generally attributed to the hexavalent (+6) form of chromium which is listed as a carcinogen by NTP and IARC (Group 1). This product may contain small amounts of nickel. Prolonged and repeated contact with nickel may cause sensitization dermatitis. Inhalation of nickel compounds has caused lung damage as well as sinus, nasal and lung cancer in laboratory animals. Nickel is a listed carcinogen by NTP and IARC (Group 1 ). This product may contain small amounts of vanadium. Adverse effects from dermal, inhalation or parenteral exposure to various vanadium compounds have been reported. The major target for vanadium pentoxide toxicity is the respiratory tract. Fumes or dust can cause severe eye and respiratory irritation, and systemic effects. Chronic bronchitis, green tongue, conjunctivitis, pharyngitis, rhinitis, rales, chronic productive cough, and tightness of the chest have been reported following overexposure. Allergic reactions resulting from skin and inhalation exposures have also been reported. A statistical association between vanadium air levels and lung cancer has been suggested, but vanadium currently is not regarded as a human carcinogen. This product may contain small amounts of lead. Lead can accumulate in the body. Consequently, exposure to fumes or dust may produce signs of polyneuritis, diminished vision and peripheral neuropathy, such as tingling and loss of feeling in fingers, arms and legs. Lead is a known reproductive and developmental toxin. Page 6 of8 Revision Date: 12/5/2014 Sheet Steel It is also associated with central nervous system disorders, anemia, kidney dysfunction and neurobehavioral abnormalities. The brain is a major target organ for lead exposure. Elemental lead is listed as an IARC 2B carcinogen. The product may contain small amounts of copper. Copper dust and fumes can irritate the eyes, nose and throat causing coughing, wheezing, nosebleeds, ulcers and metal fume fever. Other effects from repeated inhalation of copper fumes include a metallic or sweet taste, and discoloration of skin, teeth or hair. Copper also may cause an allergic skin reaction. Overexposure to copper can affect the liver. 12. ECOLOGICAL INFORMATION Aquatic Ecotoxicological Data -No specific information available on this product. Environmental Fate Data -No specific information available on this product. 13. DISPOSAL CONSIDERATIONS Recovery and reuse, rather than disposal, should be the ultimate goal of handling efforts. Dispose in accordance with federal, state, and local health and environmental regulations. Prevent materials from entering drains, sewers, or waterways. 14. TRANSPORT INFORMATION DOT Proper Shipping Name -Not regulated DOT Hazard Classification -Not regulated UN/NA Number-Not applicable DOT Packing Group -Not applicable Labeling Requirements -Not applicable Placards -Not applicable DOT Hazardous Substance -Not applicable DOT Marine Pollutant -Not applicable 15. REGULATORY INFORMATION This product is not hazardous under the criteria of the Federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, dusts and fumes from this product may be combustible or hazardous and require protection to comply with applicable Federal, state and local laws and regulations. California Proposition 65: This product contains chemicals (antimony [oxide], arsenic, beryllium, chromium [hexavalent], cobalt, cadmium, lead, nickel) known to the State of California to cause cancer and chemicals (cadmium, lead) known to the State of California to cause birth defects or other reproductive harm. Massachusetts Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Hydrochloric acid, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc Pennsylvania Hazardous Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Hydrochloric acid, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc New Jersey Hazardous Substance List: Aluminum, Antimony, Arsenic, Beryllium, Boron, Cadmium, Chromium, Cobalt, Copper, Hydrochloric acid, Lead, Magnesium, Manganese, Molybdenum, Nickel, Nitrogen, Phosphorus, Selenium, Silicon, Sulfur, Tin, Titanium, Tungsten, Vanadium, Zinc Toxic Substances Control Act (TSCA) Components of this product are listed on the TSCA Inventory. Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) Steel is not reportable, however, it contains hazardous substances that may be reportable if released in pieces with diameters less than or equal to 0.004 inches (RQ marked with a"*"). Page 7 of8 Revision Date: 12/5/2014 Sheet Steel Chemical Name Antimony Arsenic Beryllium Cadmium Chromium Copper Lead Nickel Phosphorus Selenium Zinc Reportable Quantity lin lbl 5000* 1* 10* 10* 5000* 5000* 10* 100* 100* 1000* Superfund Amendments and Reauthorization Act of 1986 (SARA), Title Ill SECTION 311/312 HAZARD CATEGORIES: Immediate Health Effect, Delayed Health Effect This product contains the following EPCRA Section 313 chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 (40 CFR 372): SECTION 313 REPORTABLE INGREDIENTS: Chemical Name CAS Number Concentration {% bl£ weight} Reportable Aluminum 7429-90-5 0.0-0.01 Some grades up to 3.0% Yes -Greater than 1% Antimony 7440-36-0 <0.9 No-Less than 1% Arsenic 7440-38-2 <0.09 No -Less than 0.1% Beryllium 7440-41-7 <0.09 No -Less than 0.1% Cadmium 7440-43-9 <0.01 No -Less than 0.1% Chromium 7440-47-3 0.01-1.0 Some grades up to 12.5% Yes-Greater than 0.1% Cobalt 7440-48-4 <0.09 No -Less than 0.1% Copper 7440-50-8 <0.9 Some grades up to 3.5% Yes -Greater than 1% Lead 7439-92-1 0.0-0.04 Yes Manganese 7439-96-5 0.2-2 Some grades up to 12.5% Yes -Greater than 1% Nickel 7440-02-0 0.01-0.1 Some grades up to 3.0% Yes-Greater than 0.1% Phosphorus 7723-14-0 <0.9 No-Less than 1% Selenium 7782-49-2 <0.9 No-Less than 1% Vanadium 7440-62-2 <0.9 No-Less than 1% Zinc 7440-66-6 <0.01 No-Less than 1% Concentrations based on analytical data and process knowledge of typical products distributed by the facility. 16. OTHER INFORMATION This SDS covers Nucor product as delivered from the Nucor facility, but does not include chemicals that may be applied by subsequent handlers and/or distributors of this product. This could include a variety of materials including oils, paints, galvanization, etc. that are not included in this SDS. Additionally, specialty orders may require application of coating material not listed in this SDS. SDSs for any Nucor-applied specialty coating will be provided separately. During welding, precautions should be taken for airborne contaminants that may originate from components of the welding rod. Arc or spark generated when welding or burning could be a source of ignition for combustible and/or flammable materials. The information in this Safety Data Sheet (SDS) was obtained from sources which we believe are reliable; however, the information is provided without any representation or warranty, expressed or implied, regarding the accuracy or correctness. The conditions or methods of handling, storage, use and disposal of the product are beyond our control and may be beyond our knowledge. For this and other reasons, we do not assume responsibility and expressly disclaim liability for loss, damage, or expense arising out of or in any way connected with the handling, storage, use, or disposal of this product. Page 8 of8 Revision Date: 1215/2014 MATERIAL SAFETY DATA SHEET (MSDS) FOR READY MIXED CONCRETE (Complies with OSHA's Hazard Communication Standard, 29 CFR 1910.1200) CEmG)( CEMEX,INC. 840 GESSNER, SUITE 1400 HOUSTON, TEXAS 77024 Section 1 -IDENTIFICATION Supplier/Manufacturer Emergency Contact Information CEMEX,Inc. 840 Gessner, Suite 1400 Houston, Texas 77024 Kevin Keegan (713) 722-5991 Michael Tilton (713) 722-1728 Chemical name and synonyms Product name Hydrated Portland Cement (CAS #65997-15-1) Ready Mixed Concrete Chemical family Calcium salts. Section 2 -COMPONENTS Hazardous Ingredients Formula 3Ca0.Si02 2CaO.Si02 3CaO.Ah02 4Ca0 .. Ah03Fe203 CaS02.2H20 Portland cement (CAS# 65997-15-1)-approximately 10.0-20.0% by weight ACGIH TL V-TWA (2000) = 10 mg total dust/m3 OSHA PEL (8-hour TWA) = 50 million particles/ft3 Respirable quartz (CAS# 14808-60-7)-greater than 0.1% by weight ACGIH TL V-TWA (2000) = 0.05 mg respirable quartz dust/m3 OSHA PEL (8-hour TWA)= (10 mg respirable dust/m3)/(percent silica+ 2) Trace Ingredients Concrete Aggregates: Inert sand, gravel, and stone (CAS #12168-85-3) (CAS #10034-77-2) (CAS #12042-78-3) (CAS #12068-35-8) (CAS #13397-24-5) Concrete Additives and Admixtures: May include flyash, and very amounts of organic and inorganic materials which have no effect on the hazards associated with the use ofthis product such as air entrained agents, water reducers, superplasticizers, fiberous reinforcement, pigments, ect. Section 3-HAZARD IDENTIFICATION Emergency Overview Exposure of sufficient duration to ready mixed concrete can cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical (caustic) burns. Potential Health Effects Relevant Routes of Exposure: Eye contact, skin contact, and ingestion. Effects Resulting from Eye Contact: Eye contact by splashes of concrete may cause effects ranging from moderate eye irritation to chemical bums or blindness. Such exposures require immediate first aid (see Section 4) and medical attention to prevent significant damage to the eye. Effects Resulting from Skin Contact: Discomfort or pain cannot be relied upon to alert a person to hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, with concrete. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to concrete may cause more severe skin effects including thickening, cracking or fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of(alkali) chemical bums. Some individuals may exhibit an allergic response upon exposure to concrete, possibly due to trace elements of chromium. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Other persons may first experience this effect after years of contact with concrete products. Effects Resulting from Ingestion: Although small quantities of concrete are not known to be harmful, ill effects are possible if larger quantities are consumed. Concrete should not be eaten. Carcinogenic potential: Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may however, contain trace amounts of substances listed as carcinogens by these organizations. Crystalline silica, a potential component in concrete, is now classified by IARC as known human carcinogen (Group 1). NTP has characterized respirable silica as "reasonably anticipated to be [a] carcinogen". Medical conditions which may be aggravated by dermal exposure: Unusual (hyper) sensitivity to hexavalent chromium (chromium+6) salts. Section 4 -FIRST AID Eyes Immediately flush eyes thoroughly with water. Continue flushing eye for at least 15 minutes, including under lids, to remove all material. Call physician immediately. Skin Wash skin with cool water and pH-neutral soap or a mild detergent. Seek medical treatment in all cases of prolonged exposure to concrete or fresh cconcrete products. Ingestion Do not induce vomiting. If conscious, have the victim drink plenty of water and call a physician immediately. Section 5-FIRE AND EXPLOSION DATA Flash point ................................... None Lower Explosive Limit.. ..................... None Upper Explosive Limit.. ............... None Auto ignition temperature .................. Not Combustible Extinguishing media ..................... Not Combustible Special fire fighting Procedures ......... None Hazardous combustion products ... None Unusual fire and explosion hazards ... None Section 6 -ACCIDENTAL RELEASE MEASURES Wear appropriate personal protective equipment as described in Section 8. Scrape up wet material and place in an appropriate container. Allow the material to "dry" before disposal. Do not attempt to wash concrete down drains. Dispose of waste material according to local, state and federal regulations. __ J __ _j Section 7-HANDLING AND STORAGE Normal temperatures and pressures do not affect the material. Promptly remove clothing that is wet with concrete or its fluids and launder before reuse. Wash thoroughly after exposure to concrete or its fluids. Section 8 -EXPOSURE CONTROLS/PERSONAL PROTECTION Skin Protection Prevention is essential to avoiding potentially severe skin injury. Avoid contact with unhardened concrete. If contact occurs, promptly wash affected area with soap and water. Where prolonged exposure to unhardened concrete products might occur, wear impervious clothing and gloves to eliminate skin contact. Wear sturdy boots that are impervious to water to eliminate foot and ankle exposure. Do not rely on barrier creams: barrier creams should not be used in place of gloves. Periodically wash areas contacted by concrete or concrete fluids with a pH neutral soap. Wash again at the end of work. If irritation occurs, immediately wash the affected area and seek treatment. If clothing becomes saturated with wet concrete, it should be removed and replaced with clean dry clothing. Respiratory Protection If any cutting, grinding, scarifying, or any other procedures are employed to hardened Portland cement concrete, dusting may occur. If possible, avoid actions that cause dust to become airborne. Use local or general exhaust ventilation to control exposures below applicable exposure limits. Use NIOSHIMSHA approved (under 30 CFR 11) or NIOSH approved (under 42 CFR 84) respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. (Advisory: Respirators and filters purchased after June 10, 1998 must be certified under 42 CFR 84.) Ventilation Use local exhaust or general dilution ventilation to control exposure within applicable limits, if involved in dust generating activities associated with hardened Portland cement concrete. Eye Protection Where potentially subject to splashes of concrete, wear safety glasses with side shields or goggles. Contact lenses should not be worn when working with concrete. Section 9 -PHYSICAL AND CHEMICAL, PROPERTIES Appearance ............. Gray granular mud Physical state ........... Fluid Solubility in water ... Slightly soluble (0.1 to 1.0%) Vapor density .......... Not applicable Melting point... ........ Not applicable Evaporation rate ...... Not applicable Section 10-STABILITY AND REACTIVITY Stability Stable. Conditions to avoid None known. Incompatibility Odor ............................. No distinct odor pH (in water) ................ l2 to 13 Vapor pressure ............. Not applicable Boiling point... .............. Not applicable (i.e., > 1000 C) Specific gravity (H20 = l.O) ....... Greater than 3.0 Concrete is alkaline. As such it is incompatible with acids, ammonium salts and phosphorous. Hazardous decomposition Will not spontaneously occur. Adding water produces (caustic) calcium hydrox:ide Hazardous Polymerization Will not occur. Section 11-TOXICOLOGICAL INFORMATION For a description of available, more detailed toxicological information contact the supplier or manufacturer. Section 12-ECOLOGICAL INFORMATION Ecotoxicity No recognized unusual toxicity to plants or animals Relevant physical and chemical properties (See Sections 9 and 10.) Section 13 -DISPOSAL Dispose of waste material according to local, state and federal regulations. Dispose of bags in an approved landfill or incinerator. Section 14-TRANSPORTATION DATA Hazardous materials description/proper shipping name Ready mixed concrete is not hazardous under U.S. Department of Transportation (DOT) regulations. Hazard class Not applicable Identification number Not applicable. Required label text Not applicable. Hazardous substances/reportable quantities (RO) Not applicable. Section 15-OTHER REGULATORY INFORMATION Status under USDOL-OSHA Hazard Communication Rule. 29 CFR 1910.1200 Concrete is considered a "hazardous chemical" under this regulation, and should be part of any hazard communication program. Status under CERCLA/SUPERFUND 40 CFR 117 and 302 Not listed. Hazard Category under SARA(Title III). Sections 311 and 312 Concrete qualifies as a "hazardous substance" with delayed health effects. Status under SARA (Title III). Section 313 Not subject to reporting requirements under Section 313. Status under TSCA (as ofMay 1997) Some substances in ready mixed concrete are on the TSCA inventory list. Status under the Federal Hazardous Substances Act Concrete is a "hazardous substance" subject to statutes promulgated under the subject act. Status under California Proposition 65 This product contains up to 0.05 percent of chemicals (trace elements) known to the State of California to cause cancer, birth defects or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive testing to prove that the defined risks do not exist. Section 16-OTHER INFORMATION Prepared by Kevin Keegan Director -Health and Safety CEMEX,Inc. Houston, Texas Approval date or Revision date Approved: September, 1998 Revised: March, 2001 Other important information While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of ready mixed concrete as it is commonly used, the sheet cannot anticipate and provide the all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. SELLER MAKES NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY CEMEX, Inc. except that the product shall conform to contracted specifications. The information provided herein was believed by CEMEX, Inc. to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of product and to determine the suitability ofthe product for its intended use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-delivery of product, and whether based on contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liable for incidental or consequential damages, whether Buyer's claim is based on contract, breach of warranty, negligence or otherwise. In particular, the data furnished in this sheet do not address hazards that may be posed by other materials mixed with portland cement concrete to produce portland cement products. Users should review other relevant material safety data sheets before working with portland cement concrete. Building essentials for a better tomorrow~ JANUARY 2009 TECHNICAL BULLETIN MATERIAL SAFETY INFORMATION SHEET SECTION I IDENTIFICATION MANUFACTURER'S NAME: ADDRESS: CHEMICAL NAME AND SYNONYMS: TRADE NAME AND SYNONYMS: SECTION II PRODUCT INGREDIENTS Polyvinyl Chloride Resin Calcium Carbonate Titanium Dioxide Paraffin Wax Calcium Stearate Polyethylene Wax Tin Stabilizer or Antimony Acrylic or Stryenic Process Aid Polyethylene Impact Modifier SECTION Ill PHYSICAL DATA SOLUBILITY IN WATER: APPEARANCE AND ODOR: SPECIFIC GRAVITY: SECTION IV FIRE & EXPLOSION DATA JM EagleTM 5200 West Century Boulevard, Los Angeles, CA 90045 Polyvinyl Chloride {PVC) Pipes or PVC Fabricated Fittings PVC Plastic Pipe or PVC Fabricated Fittings Major Minor Minor Minor Minor Minor Minor Minor Minor Not soluble or reactive in water. Pipe -white, gray, purple, yellow, blue, green, or tan. No odor. "1.40 -"1.65 PVC PIPE DOES NOT PRESENT A FIRE OR EXPLOSION HAZARD UNDER NORMAL CONDITIONS OF USE. ALTHOUGH PVC PIPE WILL NOT SUPPORT COMBUSTION, IT WILL BURN, RELEASING HYDROGEN CHLORIDE GAS, DETECTABLE BY ITS PUNGENT ODOR. SPECIAL FIRE FIGHTING PROCEDURES: Evacuate enclosed areas. Confined areas require self-contained breathing apparatus. Extinguish using dry chemical, carbon dioxide, foam or water fog or spray equipment. SECTION V HEALTH HAZARD DATA Stable under normal conditions Material Safety Information Sheet Page 1 of 2 ·Building essentials for a better tomorrow~ MATERIAL SAFETY INFORMATION SHEET SEECTION VI HEALTH HAZARDS AND SPECIAL PRECAUTIONS PVC pipes present no inhalation, ingestion or contact hazards. Cutting and grinding PVC pipe will release nuisance dust particles which are non-toxic. Care should be taken to avoid inhaling dust. SECTION VII ROUTES OF ENTRY AND FIRST AID PROCEDURES INHALATION: Protect by filter mask or NIOSH-approved (National Institute for Occupational Safety and Health) respirator for dust is recommended. Ventilate adequately when cutting. EYES: When cutting, the use of eye protection is recommended. PVC dust in the eyes should be treated by flushing with clear water. If irritation persists, consult a physician. SKIN: Wash with soap and water. SECTION VIII HAZARD COMMUNICATION RULES PVC pipe, a finished product, is not a hazard under normal conditions of use. PVC Pipe and fittings are categorized as an "article", therefore, no MSDS is required. This information is provided at the option of JM Eagle"' for the use of those handling JM Eagle'M PVC pipe or PVC fabricated fittings. "Article" means a manufactured item other than a fluid or particle: (I) which is formed to a specific shape or design during manufacture (ii) which has end use function(s) dependent in whole or in part upon its shape or design during end use; and (iii) which under normal conditions of use does not release more than very small quantities, e.g., minute or trace amounts of a hazardous chemical (as determined under paragraph (d) of this section, i.e., "Hazard Determination"). and does not pose a physical hazard or health risk to employees. NOTE: This is intended for use solely in safety education and environmental health training and not for specification purposes. The information was obtained from usually reliable sources and is provided without any representation or warranty, expressed or implied, regarding the accuracy. The conditions and methods of handling, storage, use, and disposal of the product are beyond our control and may be beyond our knowledge. Liability for loss is therefore expressly disclaimed for use of or reliance on the information contained herein. Material Safety Information Sheet Revision Date: June 2008 Page 2 of 2 --J MATERIAL SAFETY DATA SHEET MSDS 0174 ====================================================~======================== Section 1 --PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME PVC-12 PRODUCT CODES 56157, 56159 CHEMICAL FAMILY: Organic USE PVC Solvent Cement MANUFACTURER'S NAME The RectorSeal Corporation 2601 Spenwick Drive Houston, Texas 77055 USA HMIS CODES Health Flammability Reactivity PPI EMERGENCY TELEPHONE NO. Chemtrec 24 Hours (800) 424-9300 3 3 1 B DATE OF PREPARATION August 3, 2005 TECHNICAL SERVICE TELEPHONE NO. (800) 231-3345 ====================================================~======================== Section 2 --COMPOSITION/INFORMATION ON INGREDIENTS % by WT CAS No. INGREDIENT UNITS 27-42 78-93-3 Methyl Ethyl Ketone ACGIH TLV 200 ppm OSHA PEL 200 ppm STEL 300 ppm 45-60 109-99-9 Tetrahydrofuran ACGIH TLV 50 ppm OSHA PEL 200 ppm STEL 250 ppm 20-30 108-94-1 Cyclohexanone ACGIH TLV 20 ppm (skin) OSHA PEL 50 ppm ============================================================================= Section 3 --HAZARDS IDENTIFICATION SUMMARY OF ACUTE HAZARDS Overexposure may cause coughing, shortness of breath, dizziness, central nervous system depression, intoxication and collapse. It may cause irritation to the respiratory tract and to other mucous membranes. ROUTE OF EXPOSURE, SIGNS AND SYMPTOMS INHALATION Overexposure may cause coughing, shortness of breath, dizziness, central nervous system depression, intoxication and collapse. It may cause irritation to the respiratory tract and to other mucous membranes. EYE CONTACT Severely irritating. If not removed promptly, will injure eye tissue, which can result in permanent damage. SKIN CONTACT Frequent or prolonged contact may irritate and cause dermatitis. Low order of toxicity. INGESTION Low order of toxicity. Small amounts of the liquid aspirated into the respiratory system during ingestion, or from vomiting, may cause bronchiopneumonia or pulmonary edema. SUMMARY OF CHRONIC HAZARDS Repeated or prolonged exposure may cause signs of central nervous system depression and respiratory irritation. This material has been shown to induce tumors in laboratory animals. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE Individuals with pre-existing or chronic diseases of the eyes, skin, respiratory system, cardiovascular system, gastrointestinal system, liver, or kidneys may have increased susceptibility to excessive exposure. ====================================================~======================== Section 4 --FIRST AID MEASURES If INHALED: If on SKIN: If in EYES: If SWALLOWED: If overcome by exposure, remove victim to fresh air immediately. Give oxygen or artificial respiration as needed. Obtain emergency medical attention. Prompt action is essential. Immediately flush with large amounts of water; use soap if available. Remove contaminated clothing. Immediately flush with large amounts of water for at least 15 minutes. Get prompt medical attention. If swallowed, DO NOT induce vomiting. Keep at rest. Get prompt medical attention. ============================================================================= Section 5 --FIRE FIGHTING MEASURES FLASH POINT 1 F (-18 C) SETA CC EXTINGUSING MEDIA LEL 2% UEL 11.8% Foam, dry chemical, carbon dioxide or water fog. SPECIAL FIRE FIGHTING PROCEDURES: Wear self-contained breathing apparatus (SCBA) and other protective clothing. Hazardous decomposition products possible (see Section 10). UNUSUAL FIRE AND EXPLOSION HAZARDS: Combustible -moderate flash point. Vapors heavier than air and may travel along the ground or to low spots at considerable distances to a source of ignition resulting in potential flashback. Burning liquid may float on water. Heat may build up pressure and rupture containers. Section 6 --ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of ignition. Use absorbent materials to prevent footing hazard and to contain. Ventilate area with natural or explosion-proof, forced air ventilation. Avoid flushing into sewers, drains, waterways, and soil. Wear protective clothing and respiratory protection during cleanup. Section 7 --HANDLING AND STORAGE PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Keep container closed and upright when not in use. Do not store near heat, sparks, or open flames. If transferring this material to other containers, ground all containers to avoid static electricity buildup and discharge which may ignite flammable vapors. OTHER PRECAUTIONS: Avoid prolonged or repeated contact with skin or clothing. Empty containers may contain residues and vapors; treat as if full and observe all products precautions. Do not reuse empty containers. KEEP OUT OF REACH OF CHILDREN. ============================================================================= Section 8 --EXPOSURE CONTROLS/PERSONAL PROTECTION RESPIRATORY PROTECTION (SPECIFY TYPE): In confined poorly ventilated areas, use NIOSH/MSHA approved air purifying or supplied air purifying or supplied air respirators. VENTILATION -LOCAL EXHAUST: Acceptable SPECIAL: Explosion-proof equipment. MECHANICAL (GENERAL): Preferable OTHER: N/A PROTECTIVE GLOVES: Wear rubber gloves. EYE PROTECTION: Chemical splash goggles (ANSI Z-87.1 or equivalent) OTHER PROTECTIVE CLOTHING OR EQUIPMENT: Coveralls recommended. WORK/HYGIENIC PRACTICES: Where use can result in skin contact, wash exposed areas thoroughly before eating, drinking, smoking, or leaving work area. Launder contaminated clothing before reuse. ============================================================================= Section 9 --PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT: 151 F (66 C) @ 760mm Hg SPECIFIC GRAVITY (H20 = 1): 0.93 VAPOR PRESSURE (mm Hg) : 140 @ 68 F (20 C) MELTING POINT: N/A VAPOR DENSITY (AIR = 1): 2.5 1): 6 EVAPORATION RATE (ETHYL ACETATE APPEARANCE/ODOR: SOLUBILITY IN WATER: Clear or Gray Liquid/Pungent Odor Soluble Section 10 --STABILITY AND REACTIVITY STABILITY: Can form potentially explosive peroxides upon long standing in air. CONDITIONS TO AVOID: Heat, sparks, open flames, and strong oxidizing, acidic and basic conditions. INCOMPATIBILITY (MATERIALS TO AVOID): Oxidizers, acids and bases. HAZARDOUS DECOMPOSITION PRODUCTS: CO, C02, HCl and fragmented hydrocarbons. HAZARDOUS POLYMERIZATION: Will not occur. Section 11 --TOXICOLOGY INFORMATION CHRONIC HEALTH HAZARDS No ingredient in this product is an IARC, NTP or OSHA listed carcinogen. Tetrahydrofuran -The National Toxicology Program has reported that exposures of mice and rats to THF vapor levels up to 1800 ppm 6hr/day, 5 days/week for their lifetime caused an incidence of kidney tumors in male rats and liver tumors in female mice. The significance of these findings for human health are unclear at this time, and may be related to "species specific" effects. Elevated incidences of tumors in humans have not been reported for THF. TOXICOLOGY DATA Ingredient Name Methyl Ethyl Ketone Oral-Rat LD50:2737 mg/kg Inhalation-Rat LC50:23,500 mg/m3/8H Tetrahydrofuran Cyclohexanone Oral-Rat LD50:1650 mg/kg Inhalation-Rat LC50:21,000 ppm/3H Oral-Rat LD50:1535 mg/kg Inhalation-Rat LC50:8000 ppm/4H ====================================================~======================== Section 12 --Ecological Information ECOLOGICAL DATA Ingredient Name Methyl Ethyl Ketone Food Chain Concentration Potential: None WATERFOWL TOXICITY: N/A BOD: 214% AQUATIC TOXICITY: 5640 mg/1/48 hr/bluegill/TLm/fresh water Tetrahydrofuran Cyclohexanone Food Chain Concentration Potential: None WATERFOWL TOXICITY: N/A BOD: N/A AQUATIC TOXICITY: N/A Food Chain Concentration Potential: None WATERFOWL TOXICITY: N/A BOD: N/A AQUATIC TOXICITY: N/A ============================================================================= Section 13 --DISPOSAL CONSIDERATIONS Waste Classification: RCRA classified hazardous waste. Dispose of absorbed materials and liquid waste in approved, controlled incineration facility in accordance with all local, state and federal regulations. Disposal Method: Incineration Section 14 --TRANSPORTATION INFORMATION DOT: Adhesives, Class 3, UN 1133, PG II, ERG#127. Quarts and less: Consumer Commodity, ORM-D OCEAN (IMDG): Adhesives, Class 3, UN 1133, PG II, IMDG#3174, EMS#3-05, MFAG#330 Quarts and less: Adhesives, Class 3, UN 1133, PG II, Limited Quantities or Ltd Qty AIR (IATA): Adhesives, Class 3, UN 1133, PG II, ERG#l27 WHMIS (CANADA): Class B-2 Section 15 --REGULATORY INFORMATION REGULATORY DATA Ingredient Name Methyl Ethyl Ketone Tetrahydrofuran SARA 313 TSCA Inventory CERCLA RQ RCRA Code Yes Yes 5,000 lb. U159 SARA 313 No TSCA Inventory Yes CERCLA RQ 1,000 lb. RCRA Code U213 Cyclohexanone SARA 313 No TSCA Inventory Yes CERCLA RQ 5,000 lb. RCRA Code U057 ============================================================================= Section 16 --OTHER INFORMATION This document is prepared pursuant to the OSHA Hazard Communication Standard (29 CFR 1910.1200). The information herein is given in good faith, but no warranty, expressed or implied is made. Consult RectorSeal for further information: (713) 263-8001 BMP Selection: The following tables are provided to help identify and select appropriate site specific BMPs for the proposed project. Review the list of potential site construction activities and site conditions described along the left hand column of each sheet. Then, for each activity or site condition that is included in the proposed project, pick one or more of the BMPs described at the top of the form and place an X(s) in the box(es) that form(s) an intersection between the activity/site condition row and BMP column(s). All structural (physical facility) BMP's should be shown on the site plan in the Construction SWPPP drawing set. Any proposed no-structural BMP should be noted in the Special Notes on the Construction SWPPP drawing set. Page 5 of 10 Tier 2 Site Assessment Form 3/24/08 Wind Erosion Control BMPs Erosion _ _j BMPs 0 c:: c:: .... !/) +-' 0 +-' 0 c:: :;:::; ctl !/) :;:::; 0 ~~ .I::. ~ Q) "OQ) ctl Q) 0 (.) c:: c::-a. -o BMP Description ~ "3 Q) oC5 :E ctl (t! "iii !/) .E c:: og ~ c:: !/) .I::. !/) :5: !/) c:: .::e.c:: 0 Q) :a .... (.) !/) (.) Q)(/) i:S -~ c:: 0 (t! "iii ~ 15> Q) Q) "3 Q) "3 ro:;:::; ~ g .!:2 Q) -o ~ ~ ~ ~~ ~ 0 ..Oct! ~ e ::I "3 !/) c:: Oro E.!:l! (.) UJ -o Q).-~ e iii :5: .s -o ·o Q) m= ctl Q) IJ)(ij .I::.C:: -o .I::. -o -o ~ 0 0 t•-0 a. Q)..c >. c:: (.) Q)·->. >. ·a Q) 0 (t! ~ Q) 0 .... (t! 0 ~ .... >< Ci5 s Ci5 +-' -(/) a.UJ :c :c (/) C) UJO > 00(/) a. CASQA .... C\1 ('") """ LO <0 1'-tO (l) 0 .... C\1 ('") .... I I I I I I I I I .... .... .... .... I Designation ~ 0 0 0 0 0 0 0 0 () I I I I UJ UJ UJ UJ UJ UJ UJ UJ UJ UJ 0 0 0 0 s UJ UJ UJ UJ _j Construction Activity or Site Condition Cleared Areas X Flat pad graded areas X X Graded slope areas X X Trenching/Excavation X Stockpiling Drilling/Boring Conduit/Pipe X Installation Substructure/Pad X Installation Staging Area X Existing onsite i! vegetated areas Drainage flow onto site Drainage flows off of X site Drainage at top of slope Other (Jist): I Page 6 of 10 Tier 2 Site Assessment Form 3/24/08 ---~ ' --~ ; Schedulin-g Description and Purpose Scheduling is the development of a written plan that includes sequencing of construction activities and the implementation of BMPs such as erosion control and sediment control while taking local climate (rainfall, wind, etc.) into consideration. The purpose is to reduce the amount and duration of soil exposed to erosion by wind, rain, runoff, and vehicle tracking, and to perform the construction activities and control practices in accordance with the planned schedule. Suitable Applications Proper sequencing of construction activities to reduce erosion potential should be incorporated into the schedule of every construction project especially during rainy season. Use of other, more costly yet less effective, erosion and sediment control BMPs may often be reduced through proper construction sequencing. Limitations • Environmental constraints such as nesting season prohibitions reduce the full capabilities of this BMP. Implementation • Avoid rainy periods. Schedule major grading operations during dry months when practical. Allow enough time before rainfall begins to stabilize the soil with vegetation or physical means or to install sediment trapping devices. • Plan the project and develop a schedule showing each phase of construction. Clearly show how the rainy season relates November 2009 California Stormwater BMP Handbook Construction www .casqa.org e-e-1 Categories EC Erosion Control 1!1 SE Sediment Control Iii TC Tracking Contra Iii WE Wind Erosion Contra Iii NS Non-Stormwater Management Contra WM Waste Management and Materials Pdlution Contrd Legend: 1!1 Primary Objective Iii Secondary Objective Targeted Constituents Sediment ltl Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. C.\tlr(lllNIA siO~II~.\lnl QICUITY A5SOr.TUUJ:-i'' 1 of 3 5chedu-ti-ng E-C-1 to soil disturbing andre-stabilization activities. Incorporate the construction schedule into theSWPPP. • Include on the schedule, details on the rainy season implementation and deployment of: Erosion control BMPs Sediment control BMPs Tracking control BMPs Wind erosion control BMPs Non-stormwater BMPs Waste management and materials pollution control BMPs • Include dates for activities that may require non-stormwater discharges such as dewatering, sawcutting, grinding, drilling, boring, crushing, blasting, painting, hydro-demolition, mortar mixing, pavement cleaning, etc. • Work out the sequencing and timetable for the start and completion of each item such as site clearing and grubbing, grading, excavation, paving, foundation pouring utilities installation, etc., to minimize the active construction area during the rainy season. Sequence trenching activities so that most open portions are closed before new trenching begins. Incorporate staged seeding and re-vegetation of graded slopes as work progresses. Schedule establishment of permanent vegetation during appropriate planting time for specified vegetation. • Non-active areas should be stabilized as soon as practical after the cessation of soil disturbing activities or one day prior to the onset of precipitation. • Monitor the weather forecast for rainfall. • When rainfall is predicted, adjust the construction schedule to allow the implementation of soil stabilization and sediment treatment controls on all disturbed areas prior to the onset of rain. • Be prepared year round to deploy erosion control and sediment control BMPs. Erosion may be caused during diy seasons by on-seasonal rainfall, wind, and vehicle tracking. Keep the site stabilized year round, and retain and maintain rainy season sediment trapping devices in operational condition. • Apply permanent erosion control to areas deemed substantially complete during the project's defined seeding window. Costs Construction scheduling to reduce erosion may increase other construction costs due to reduced economies of scale in performing site grading. The cost effectiveness of scheduling techniques should be compared with the other less effective erosion and sedimentation controls to achieve a cost effective balance. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 2 of 3 ; t -scheduling EC-1 Inspection and Maintenance • Verify that work is progressing in accordance with the schedule. If progress deviates, take corrective actions. • Amend the schedule when changes are wan·anted. • Amend the schedule prior to the rainy season to show updated information on the deployment and implementation of construction site BMPs. References Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. Stormwater Management for Construction Activities Developing Pollution Prevention Plans and Best Management Practices (EPA 832,.R-92-005), U.S. Environmental Protection Agency, Office of Water, September 1992. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 3 of 3 Description and Purpose Hydroseeding typically consists of applying a mixture of a hydraulic mulch, seed, fertilizer. and stabilizing emulsion with a hydraulic mulcher, to temporarily protect exposed soils from erosion by water and wind. Hydraulic seeding, or hydroseeding, is simply the method by which temporary or permanent seed is applied to the soil surface. Suitable Applications Hydroseeding is suitable for disturbed areas requiring temporary protection until permanent stabilization is established, for disturbed areas that will be re-disturbed following an extended period of inactivity, or to apply permanent stabilization measures. Hydroseeding without mulch or other cover (e.g. EC-7, Erosion Control Blanket) is not a stand-alone erosion control BMP and should be combined with additional measures until vegetation establishment. Typical applications for hydroseeding include: • Disturbed soil/graded areas where permanent stabilization or continued earthwork is not anticipated prior to seed germination. • Cleared and graded areas exposed to seasonal rains or temporary irrigation. • Areas not subject to heavy wear by construction equipment or high traffic. July 2012 California Stormwater BMP Handbook Construction www .casqa.org ~E-4---- Categories EC Erosion Control SE Sediment Control TC Tracking COntrol WE Wind Erosion COntrol Non-Stonnwater NS Management Control WM Waste Management and Materials Pollution Control Legend: riJ Primary Category I!J Secondary category Targeted Constituents Sediment (iJ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives EC-3 Hydraulic Mulch EC-5 Soil Binders EC-6 Straw Mulch EC-7 Geotexbles and Mats EC-8 Wood Mulching EC-14 Compost Blanket EC-16 Non-Vegetative Stabilization If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. Hyd roseed ing EC-4 Limitations • Availability of hydroseeding equipment may be limited just prior to the rainy season and prior to storms due to high demand. • Hydraulic seed should be applied with hydraulic mulch or a stand-alone hydroseed application should be followed by one of the following: -Straw mulch (see Straw Mulch EC-6) -Rolled erosion control products (see Geotextiles and Mats EC-7) Application of Compost Blanket (see Compost Blanket EC-14) Hydraulic seed may be used alone only on small flat surfaces when there is sufficient time in the season to ensure adequate vegetation establishment and coverage to provide adequate erosion control. • Hydraulic seed without mulch does not provide immediate erosion control. • Temporary seeding may not be appropriate for steep slopes (i.e., slopes readily prone to rill erosion or without sufficient topsoil). • Temporary seeding may not be appropriate in dty periods without supplemental irrigation. • Temporary vegetation may have to be removed before permanent vegetation is applied. • Temporary vegetation may not be appropriate for short term inactivity (i.e. less than 3-6 months). • This BMP consists of a mixture of several constituents (e.g., fibers/mulches, tackifiers, and other chemical constituents), some of which may be proprietary and may come pre-mixed by the manufacturer. The water quality impacts of these constib.lents are relatively unknown and some may have water quality impacts due to their chemical makeup. Additionally these constituents may require non-visible pollutant monitoring. Refer to specific chemical properties identified in the product Material Safety Data Sheet; products should be evaluated for project-specific implementation by the SWPPP Preparer. Refer to factsheet EC-05 for further guidance on selecting soil binders. Implementation In order to select appropriate hydraulic seed mixtures, an evaluation of site conditions should be performed with respect to: Soil conditions Maintenance requirements Site topography and exposure (sun/wind) -Sensitive adjacent areas Season and climate Water availability Vegetation types Plans for permanent vegetation July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 4 Hydroseeding ec-~~ The local office of the U.S.D.A. Natural Resources Conservation Service (NRCS), Resource Conservation Disbicts and Agriculhtral Extension Service can provide information on appropriate seed mixes. The following steps should be followed for implementation: • Where appropriate or feasible, soil should be prepared to receive the seed by disking or otherwise scarifying (See EC-15, Soil Preparation) the surface to eliminate crust, improve air an(l WlJ.ter Jnfiltration and create a more favorable envimnment for germination and growth. • Avoid use of hydraulic seed in areas where the BMP would be incompatible with future earthwork activities. • Hydraulic seed can be applied using a multiple step or one step process. In a multiple step process, hydraulic seed is applied first, followed by mulch or a Rolled Erosion Control Product (RECP). In the one step process, hydraulic seed is applied with hydraulic mulch in a hydraulic matrix. When the one step process is used to apply the mixture of fiber, seed, etc., the seed rate should be increased to compensate for all seeds not having direct contact with the soil. • All hydraulically seeded areas should have mulch, or alternate erosion control cover to keep seeds in place and to moderate soil moisture and temperature until the seeds germinate and grow. • All seeds should be in conformance with the California State Seed Law of the Department of Agliculture. Each seed bag should be delivered to the site sealed and clearly marked as to species, purity, percent germination, dealer's guarantee, and dates of test. The container should be labeled to clearly reflect the amount of Pure Live Seed (PLS) contained. All legume seed should be pellet inoculated. Inoculant sources should be species specific and should be applied at a rate of 2 lb of inoculant per 100 lb seed. • Commercial fertilizer should conform to the requirements of the California Food and Agricultural Code, which can be found at http:/ /www.leginfo.ca.gov f.html/fac_table_of_contents.hbnl. Fertilizer should be pelleted or granularform. • Follow up applications should be made as needed to cover areas of poor coverage or germination/vegetation establishment and to maintain adequate soil protection. • Avoid over spray onto roads, sidewalks, drainage channels, existing vegetation, etc. • Additional guidance on the comparison and selection of temporacy slope stabilization methods is provided in Appendix F of the Handbook. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 4 _, Hydroseeding EC-4-~------- Costs Average cost for installation and maintenance may vary from as low as $1,900 per acre for flat slopes and stable soils, to $4,000 per acre for moderate to steep slopes and/or erosive soils. Cost of seed mixtures vary based on types of required vegetation. BMP Installed Cost per Acre Hydraulic Seed $1,900-$4,000 . . .. Source; Cost information rece1ved from mdiVldual product manufacrurers soliCited by Geosyntec Consultants (2004 ). Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Areas where erosion is evident should be repaired and BMPs re-applied as soon as possible. Care should be exercised to minimize the damage to protected areas while making repairs, as any area damaged will require re-application of BMPs. • Where seeds fail to germinate, or they germinate and die, the area must be re-seeded, fertilized, and mulched within the planting season, using not less than half the original application rates. • Irrigation systems, if applicable, should be inspected daily while in use to identify system malfunctions and line breaks. When line breaks are detected, the system must be shut down immediately and breaks repaired before the system is put back into operation. • Irrigation systems should be inspected for complete coverage and adjusted as needed to maintain complete coverage. References Soil Stabilization BMP Research for Erosion and Sediment Controls: Cost Survey Technical Memorandum, State of California Department of Transportation (Caltrans), July 2007. Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Deparbnent of Transportation (Caltrans), Ma1'Ch 2003. Guidance Document: Soil Stabilization for Temporary Slopes, State of California Deparbnent of Transportation (Caltrans), November 1999. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 4 of 4 Sediment Control BMPs "0 -c c CD .... (]) E .... (]) -E 0> ·;:: (]) c .... c (]) .... £ -"ii5 a. (]) ·a. ·;:: CD CD CD !II .... !II ~ BMP Description ~ CD .... ~ ~ CD c !II 1-E .!!1 0> !II (]) "Cii c 1-(]) --CD CD ro ro (.) c c 0 0 !II ~ ·-0> ,_ 0 c (]) Q) IX en E CD !II 0:;:::; (.) (]) E _§ ~ (j) -::l .0 E ~ .E u.. (.) ,_ > Q) ::l "0 ~ :a "0 (]) (]) (]) (.) c CD ,_-(]) CD .se :!: Q) (]) ..c .0 ,_ ~ttl CD ,_ ..c -Ci5 CIJ CIJ (.) u::: C9 en> CIJ CIJ CIJO. (.) CASQA Designation ~ ...-N ("I) """ I!) co I'-00 a> 0 ...- I I I I I I I I I ...-...-UJ UJ UJ UJ UJ UJ UJ UJ UJ I I CIJ CIJ CIJ CIJ CIJ CIJ CIJ CIJ CIJ UJ UJ CIJ CIJ Construction Activity Or Site Condition Cleared Areas X Flat pad graded areas X Graded slope areas X Trenching/Excavation Stockpiling Drilling/Boring Conduit/Pipe Installation Substructure/Pad Installation Paving Staging Area Existing onsite vegetated areas Drainage flow onto site Drainage flows off of site X Drainage at top of slope Other (list): Haul Route X X Page 7 of 10 Tier 2 Site Assessment Form 3/24/08 f-ibe-r-Rolls Description and Purpose A fiber roll consists of straw, coir, or other biodegradable materials bound into a tight tubular roll wrapped by netting, which can be photodegradable or natural. Additionally, gravel core fiber rolls are available, which contain an imbedded ballast material such as gravel or sand for additional weight when staking the rolls are not feasible (such as use as inlet protection). When fiber rolls are placed at the toe and on the face of slopes along the contours, they intercept runoff, reduce its flow velocity, release the runoff as sheet flow, and provide removal of sediment from the runoff (through sedimentation). By interrupting the length of a slope, fiber rolls can also reduce sheet and rill erosion until vegetation is established. Suitable Applications Fiber rolls may be suitable: • Along the toe, top, face, and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow. • At the end of a downward slope where it transitions to a steeper slope. • Along the pelimeter of a project. • As check dams in unlined ditches with minimal grade. • Down-slope of exposed soil areas. • At operational storm drains as a form of inlet protection. July 2012 California Stormwater BMP Handbook Portal Construction www .casqa .org SE-5 Categories EC Erosion Control 1!1 SE Sediment Control ~ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ~ Primary Category 1!1 Secondary Category Targeted Constituents Sediment ltJ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives SE-1 Silt Fence SE-6 Gravel Bag Berm SE-8 Sandbag Barrier SE-12 Manufactured Unear Sediment Controls SE-14 Biofilter Bags If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. flbe-r Rolls SE-5 • Around temporary stockpiles. Limitations • Fiber rolls are not effective unless trenched in and staked. • Not intended for use in high flow situations. • Difficult to move once saturated. • If not properly staked and trenched in, fiber rolls could be transported by high flows. • Fiber rolls have a ve1y limited sediment capture zone. • Fiber rolls should not be used on slopes subject to creep, slumping, or landslide. • Rolls typically function for 12-24 months depending upon local conditions. Implementation Fiber Roll Materials • Fiber rolls should be prefabricated. • Fiber rolls may come manufactured containing polyacrylamide (PAM), a flocculating agent within the roll. Fiber rolls impregnated with PAM provide additional sediment removal capabilities and should be used in areas with fine, clayey or silty soils to provide additional sediment removal capabilities. Monitoring may be required for these installations. • Fiber rolls are made from weed free rice straw, flax, or a similar agricultural material bound into a tight tubular roll by netting. • Typical fiber rolls vary in diameter from 9 in. to 20 in. Larger diameter rolls are available as well. Installation • Locate fibe1· rolls on level contours spaced as follows: Slope inclination of 4:1 {H:V) or flatter: Fiber rolls should be placed at a maximum interval of 20 ft. Slope inclination between 4:1 and 2:1 (H:V): Fiber Rolls should be placed at a maximum interval of 15 ft. (a closer spacing is more effective). Slope inclination 2:1 (H:V) or greater: Fiber Rolls should be placed at a maximum interval of 10ft. (a closer spacing is more effective). • Prepare the slope before beginning installation. • Dig small trenches across the slope on the contour. The trench depth should be 1/4 to 1/3 of the thickness of the roll, and the width should equal the roll diameter, in order to provide area to backfill the trench. July 2012 California Stormwater BMP Handbook Portal Construction www .casqa.org 2 of 5 Fiber Rolls SE-5 • It is critical that rolls are installed perpendicular to water movement, and parallel to the slope contour. • Start building trenches and installing rolls from the bottom of the slope and work up. • It is recommended that pilot holes be driven through the fiber roll. Use a straight bar to drive holes through the roll and into the soil for the wooden stakes. • Turn the ends of the fiber roll up slope to prevent runoff from going around the roll. • Stake fiber rolls into the trench. Drive stakes at the end of each fiber roll and spaced 4ft maximum on center. Use wood stakes with a nominal classification of 0.75 by 0.75 in. and minimum length of 24in. • If more than one fiber roll is placed in a row, the rolls should be overlapped, not abutted. • See typical fiber roll installation details at the end of this fact sheet Removal • Fiber rolls can be left in place or removed depending on the type of fiber roll and application (temporary vs. permanent installation). Typically, fiber rolls encased with plastic netting are used for a temporary application because the netting does not biodegrade. Fiber rolls used in a permanent application are typically encased with a biodegradeable material and are left in place. Removal of a fiber roll used in a permanent application can result in greater disturbance. • Temporary installations should only be removed when up gradient areas are stabilized per General Permit requirements, and/or pollutant sources no longer present a hazard. But, they should also be removed before vegetation becomes too mature so that the removal process does not disturb more soil and vegetation than is necessary. Costs Material costs for regular fiber rolls range from $2o -$30 per 25 ft roll. Matelial costs for PAM impregnated fiber rolls range between 7.00-$9.00 per linear foot, based upon vendor research. Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Repair or replace split, torn, unraveling, or slumping fiber rolls. • If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP should be periodically removed July 2012 California Stormwater BMP Handbook Portal Construction www .casqa.org 3 of 5 Fiber Rolls SE-5 in order to maintain BMP effectiveness. Sediment should be removed when sediment accumulation reaches one-third the designated sediment storage depth. • If fiber rolls are used for erosion control, such as in a check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likely be required in conjunction with this type of application. • Repair any rills or gullies promptly. References Stormwater Quality Handbooks-Construction Site Best Management Practices (BMPs) Manual, State of California DeparbnentofTransportation (Caltrans), March 2003. Erosion and Sediment Control Manual, Oregon Deparbnent of Environmental Quality, February 2005. July 2012 California Stormwater BMP Handbook Portal Construction www .casqa.org 4 of 5 Fiber Rolls SE-5 July 2012 Note: In stall fiber roll along a level contour. .'' Verticol spacing measured along the face of the slope varies between 10' and 20' Install a fiber roll near ~ ....... ;:__-.._...;.,._..-slope where rt transitions TYPICAL FIBER ROLL INSTALLATION N.T.S. Fiber roll 8" min .3/4" X 3/4" wood stakes max 4' spacing ENTRENCHMENT DETAIL N.T.S .. California Stormwater BMP Handbook Portal Construction www .casqa.org into a steeper slope 5 of 5 GFavel Bag Berm Description and Purpose A gravel bag berm is a series of gravel-filled bags placed on a level contour to intercept sheet flows. Gravel bags pond sheet flow runoff, allowing sediment to settle out, and release runoff slowly as sheet flow, preventing erosion. Suitable Applications Gravel bag berms may be suitable: • As a linear sediment control measure: Below the toe of slopes and erodible slopes As sediment traps at culvert/pipe outlets Below other small cleared areas Along the perimeter of a site Down slope of exposed soil at·eas Around temporary stockpiles and spoil areas Parallel to a roadway to keep sediment off paved areas Along streams and channels • As a linear erosion control measure: Along the face and at grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow. May 2011 California Stormwater BMP Handbook Portal Construction www .casqa.org SE-6 Categories EC Erosion Control Iii SE Sediment Control ~ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ltJ Primary Category Iii Secondary category Targeted Constituents Sediment ~ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives SE-1 SOt Fence SE-5 Fiber Roll SE-8 Sandbag Barrier SE-12 Temporary Silt Dike SE-14 Biofilter Bags If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. Gravel Bag Berm SE-6 At the top of slopes to divett mnoff away from disturbed slopes. As chevrons (small check dams) across mildly sloped construction roads. For use check dam use in channels, see SE-4, Check Dams. Limitations • Gravel berms may be difficult to remove. • Removal problems limit their usefulness in landscaped areas. • Gravel bag berm may not be appropriate for drainage areas greater than 5 acres. • Runoff will pond upstream of the berm, possibly causing flooding if sufficient space does not exist • Degraded gravel bags may mpture when removed, spilling contents. • Installation can be labor intensive. • Durability of gravel bags is somewhat limited and bags may need to be replaced when installation is required for longer than 6 months. • Easily damaged by construction equipment. • When used to detain concentrated flows, maintenance requirements increase. Implementation General A gravel bag berm consists of a row of open graded gravel-filled bags placed on a level contour. When appropriately placed, a gravel bag berm intercepts and slows sheet flow mnoff, causing temporacy ponding. The temporacy ponding allows sediment to settle. The open graded gravel in the bags is porous, which allows the ponded mnoff to flow slowly through the bags, releasing the runoff as sheet flows. Gravel bag berms also intermpt the slope length and thereby reduce erosion by reducing the tendency of sheet flows to concenb·ate into rivulets, which erode rills, and ultimately gullies, into disturbed, sloped soils. Gravel bag berms are similar to sand bag barriers, but are more porous. Generally, gravel bag berms should be used in conjunction with temporacy soil stabilization controls up slope to provide effective erosion and sediment control. Design and Layout • Locate gravel bag berms on level contours. • When used for slope interruption, the following slope/sheet flow length combinations apply: Slope inclination of 4:1 (H:V) or flatter: Gravel bags should be placed at a maximum interval of 20 ft, with the first row near the slope toe. Slope inclination between 4:1 and 2:1 (H:V): Gravel bags should be placed at a maximum interval of 15ft. (a closer spacing is more effective), with the first row near the slope toe. May 2011 California Stormwater BMP Handbook Portal Construction www .casqa.org 2 of 4 Gravel Bag Berm SE-6 Slope inclination 2:1 (H:V) or greater: Gravel bags should be placed at a maximum interval of 10 ft. (a closer spacing is more effective), with the first row near the slope toe. • Turn the ends of the gravel bag barriers up slope to prevent runoff from going around the berm. • Allow sufficient space up slope from the gravel bag berm to allow ponding, and to provide room for sediment storage. • For installation near the toe of the slope, gravel bag barriers should be set back from the slope toe to facilitate cleaning. Where specific site conditions do not allow for a set-back, the gravel bag barrier may be constructed on the toe of the slope. To prevent flows behind the barrier, bags can be placed perpendicular to a berm to serve as cross barriers. • Drainage area should not exceed 5 acres. • In Non-Traffic Areas: Height= 18 in. maximum Top width = 24 in. minimum for three or more layer conshuction Top width = 12 in. minimum for one or two layer construction Side slopes = 2:1 (H:V) or flatter • In Construction Traffic Areas: Height= 12 in. maximum Top width = 24 in. minimum for three or more layer construction. Top width = 12 in. minimum for one or two layer construction. Side slopes = 2:1 (H:V) or flatter. • Butt ends of bags tightly. • On multiple row, or multiple layer construction, overlap butt joints of adjacent row and row beneath. • Use a pyramid approach when stacking bags. Materials • Bag Material: Bags should be woven polypropylene, polyethylene or polyamide fabric or burlap, minimum unit weight of 4 ounces/yd2, Mullen burst strength exceeding 300 lb/in2 in conformance with the requirements in ASTM designation D3786, and ultraviolet stability exceeding 70% in conformance with the requirements in ASTM designation D4355· May 2011 California Stormwater BMP Handbook Portal Construction www .casqa.org 3 of 4 Gravel Bag Berm SE-6 • Bag Size: Each gravel-filled bag should have a length of 18 in., width of 12 in., thickness of 3 in., and mass of approximately 33 lbs. Bag dimensions are nominal, and may vary based on locally available materials. • Fill Material: Fill material should be 0.5 to 1 in. crushed rock, clean and free from clay, organic matter, and other deleterious material, or other suitable open graded, non-cohesive, porous gravel. Costs Material costs for gravel bags are average and are dependent upon material availability. $2.50- 3.00 per filled gravel bag is standard based upon vendor research. Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and 1isk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Gravel bags exposed to sunlight will need to be replaced every two to three months due to degrading of the bags. • Reshape or replace gravel bags as needed. • Repair washouts or other damage as needed. • Sediment that accumulates in the BMP should be periodically removed in order to maintain BMP effectiveness. Sediment should be removed when the sediment accumulation reaches one-third of the barrier height. • Remove gravel bag berms when no longer needed and recycle gravel fill whenever possible and properly dispose of bag material. Remove sediment accumulation and clean, re-grade, and stabilize the area. References Handbook of Steel Drainage and Highway Const111ction, American Iron and Steel Institute, 1983. Stormwater Quality Handbooks-Consb·uction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Stormwater Pollution Plan Handbook, First Edition, State of California, Department of Transportation Division of New Technology, Materials and Research, October 1992. Erosion and Sediment Control Manual, Oregon Depa1tment of Environmental Quality, February 2005. May 2011 California Stormwater BMP Handbook Portal Construction www .casqa.org 4of4 ___ ! Street Sweeping and Vacuuming SE-7 Description and Purpose Street sweeping and vacuuming includes use of self-propelled and walk-behind equipment to remove sediment from streets and roadways, and to clean paved surfaces in preparation for final paving. Sweeping and vacuuming prevents sediment from the project site from entering storm drains or receiving waters. Suitable Applications Sweeping and vacuuming are suitable anywhere sediment is tracked from the project site onto public or private paved streets and roads, typically at points of egress. Sweeping and vacuuming are also applicable during preparation of paved smfaces for final paving. Limitations Sweeping and vacuuming may not be effective when sediment is wet or when tracked soil is caked (caked soil may need to be scraped loose). Implementation • Controlling the number of points where vehicles can leave the site will allow sweeping and vacuuming efforts to be focused, and perhaps save money. • Inspect potential sediment tracking locations daily. • Visible sediment tracking should be swept or vacuumed on a daily basis. January 2011 california Stormwater BMP Handbook Construction www .casqa.org Categories EC Erosion Control SE Sediment Control 1&1 TC Tracking Control ~ WE Wind Erosion COntrol NS Non-Stormwater Management Control WM Waste Management and Materials Pollution COntrol Legend: ~ Primary Objective 1&1 Secondary Objective Targeted Constituents Sediment ~ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA name.1ogo and footer below must be removed from each page and not appear on the modified version. <:ALITORSIJ\ &TORMWATF.R tJl~.r-tt·.r~ ·.a.#-.-ttk~ ·1"in1ll~: 1 of 2 ___ I Street Sweeping and Vacuuming SE-7 • Do not use kick brooms or sweeper attachments. These tend to spread the dht rather than remove it • If not mixed with debris or trash, consider incorporating the removed sediment back into the project Costs Rental rates for self-propelled sweepers vary depending on hopper size and duration of rental. Expect rental rates from $58/hour (3 yd3 hopper) to $88/hour (9 yda hopper), plus operator costs. Hourly production rates vary with the amount of area to be swept and amount of sediment. Match the hopper size to the area and expect sediment load to minimize time spent dumping. Inspection and Maintenance • Inspect BMPs in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • When actively in use, points of ingress and egress must be inspected daily. • When tracked or spilled sediment is observed outside the construction limits, it must be removed at least daily. More frequent removal, even continuous removal, may be required in some jurisdictions. • Be careful not to sweep up any unknown substance or any object that may be potentially hazardous. • Adjust brooms frequently; maximize efficiency of sweeping operations. • After sweeping is finished, properly dispose of sweeper wastes at an approved dumpsite. References Stormwater Quality Handbooks -Construction Site Best Management Practices (BMPs) Manual, State of California Deparbnent of Transportation (Caltrans), November 2000. Labor Surcharge and Equipment Rental Rates, State of California Deparbnent of Transportation (Caltrans), Aprill, 2002-March 31, 2003. January 2011 California Stormwater BMP Handbook Construction www .casqa.org 2 of 2 Storm Drain Inlet Protection Description and Purpose Storm drain inlet protection consists of a sediment filter or an impounding area in, around or upstream of a storm drain, drop inlet, or curb inlet. Storm drain inlet protection measures temporarily pond runoff before it enters the storm drain, allowing sediment to settle. Some filter configurations also remove sediment by filtering, but usually the ponding action results in the greatest sediment reduction. Temporary geotextile storm drain inserts attach underneath storm drain grates to capture and filter storm water. Suitable Applications • Every storm drain inlet receiving runoff from unstabilized or otherwise active work areas should be protected. Inlet protection should be used in conjunction with other erosion and sediment controls to prevent sediment-laden storm water and non-stormwater discharges from entering the storm drain system. Limitations • Drainage area should not exceed 1 acre. • In general straw bales should not be used as inlet protection. • Requires an adequate area for water to pond without encroaching into portions of the roadway subject to traffic. • Sediment removal may be inadequate to prevent sediment discharges in high flow conditions or if runoff is heavily sediment laden. If high flow conditions are expected, use July 2012 California Stormwater BMP Handbook Construction www .casqa.org SE-10 Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: fi1 Primary Category II Secondary category Targeted Constituents Sediment ftl Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives SE-1 Sill Fence SE-5 Fiber Rolls SE-6 Gravel Bag Berm SE-8 Sandbag Barrier SE-14 Biofilter Bags SE-13 Compost Socks and Berms If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. CAUFORNL\ STOitMWATER 1 of 10 Storm Drain Inlet Protection SE-10 other onsite sediment trapping techniques in conjunction with inlet protection. • Frequent maintenance is required. • Limit drainage area to 1 acre maximum. For drainage areas larger than 1 acre, runoff should be routed to a sediment-trapping device designed for larger flows. See BMPs SE-2, Sediment Basin, and SE-3, Sediment Traps. • Excavated drop inlet sediment traps are appropriate where relatively heavy flows are expected, and overflow capability is needed. Implementation General Inlet control measures presented in this handbook should not be used for inlets draining more than one acre. Runoff from larger disturbed areas should be first routed through SE-2, Sediment Basin or SE-3, Sediment Trap an.dfor used in conjunction with other drainage conb·ol, erosion control, and sediment conb·ol BMPs to protect the site. Different types of inlet protection are appropriate for different applications depending on site conditions and the type of inlet. Alternative methods are available in addition to the methods described/shown herein such as prefabricated inlet insert devices, or gutter protection devices. Design and Layout Identify existing and planned storm drain inlets that have the potential to receive sediment- laden surface runoff. Determine if storm drain inlet protection is needed and which method to use. • The key to successful and safe use of storm drain inlet protection devices is to know where runoff that is directed toward the inlet to be protected will pond or be diverted as a result of installing the protection device. Determine the acceptable location and extent of ponding in the vicinity of the drain inlet. The acceptable location and extent of ponding will influence the type and design of the storm drain inlet protection device. Determine the extent of potential runoff diversion caused by the storm drain inlet protection device. Runoff ponded by inlet protection devices may flow around the device and towards the next downsb·eam inlet. In some cases, this is acceptable; in other cases, serious erosion or downstream property damage can be caused by these diversions. The possibility of runoff diversions will influence whether or not storm drain inlet protection is suitable; and, if suitable, the type and design of the device. • The location and extent of ponding, and the extent of diversion, can usually be controlled through appropriate placement of the inlet protection device. In some cases, moving the inlet protection device a short distance upstream of the actual inlet can provide more efficient sediment control, limit ponding to desired areas, and prevent or control diversions. • Seven types of inlet protection are presented below. However, it is recognized that other effective methods and proprietary devices exist and may be selected. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 10 Storm Drain Inlet Protection SE-10 Silt Fence: Appropriate for drainage basins with less than a 5% slope, sheet flows, and flows under 0.5 cfs. Excavated Drop Inlet Sediment Trap: An excavated area around the inlet to trap sediment (SE-3). Gravel bag barrier: Used to create a small sediment trap upstream of inlets on sloped, paved streets. Appropriate for sheet flow or when concentrated flow may exceed 0.5 cfs, and where overtopping is required to prevent flooding. Block and Gravel Filter: Appropriate for flows greater than 0.5 cfs. Temporary Geotextile Storm drain Inserts: Different products provide different features. Refer to manufacturer details for targeted pollutants and additional features. Biotilter Bag Barrier: Used to create a small retention area upstream of inlets and can be located on pavement or soil. Biofilter bags slowly filter runoff allowing sediment to settle out. Appropriate for flows under 0.5 cfs. Compost Socks: Allow filtered run-off to pass through the compost while retaining sediment and potentially other pollutants (SE-13). Appropriate for flows tmder 1.0 cfs. • Select the appropriate type of inlet protection and design as referTed to or as described in this fact sheet. • Provide area around the inlet for water to pond without flooding structures and property. • Grates and spaces around all inlets should be sealed to prevent seepage of sediment-laden water. • Excavate sediment sumps (where needed) 1 to 2ft with 2:1 side slopes around the inlet. Installation • Dl Protection Type 1 -Silt Fence -Similar to constructing a silt fence; see BMP SE-1, Silt Fence. Do not place fabric underneath the inlet grate since the collected sediment may fall into the drain inlet when the fabric is removed or replaced and water flow through the grate will be blocked msulting in flooding. See typical Type 1 installation details at the end of this fact sheet. 1. Excavate a trench approximately 6 in. wide and 6 in. deep along the line of the silt fence inlet protection device. 2. Place 2 in. by 2 in. wooden stakes around the perimeter of the inlet a maximum of 3 ft apart and drive them at least 18 in. into the ground or 12 in. below the bottom of the trench. The stakes should be at least 48 in. 3· Lay fabric along bottom of trench, up side of trench, and then up stakes. See SE-1, Silt Fence, for details. The maximum silt fence height around the inlet is 24 in. 4· Staple the filter fabric (for materials and specifications, see SE-t, Silt Fence) to wooden stakes. Use heavy-duty wire staples at least 1 in. in length. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 10 Storm Drain Inlet Protection SE-10 5· Backfill the trench with gravel or compacted earth all the way around. • Dl Protection Type 2 -Excavated Drop Inlet Sediment Trap-Install filter fabric fence in accordance with DI Protection Type 1. Size excavated trap to provide a minimum storage capacity calculated at the rate 67 ydafacre of drainage area. See typical Type 2 installation details at the end of this fact sheet. • DI Protection Type 3 -Gravel bag -Flow from a severe storm should not overtop the curb. In areas of high clay and silts, use filter fabric and gravel as additional filter media. Construct gravel bags in accordance with SE-6, Gravel Bag Berm. Gravel bags should be used due to their high permeability. See typical Type 3 installation details at the end of this fact sheet. 1. Construct on gently sloping street. 2. Leave room upstream of barrier for water to pond and sediment to settle. 3· Place several layers of gravel bags -overlapping the bags and packing them tightly together. 4· Leave gap of one bag on the top row to serve as a spillway. Flow from a severe storm (e.g., 10 year storm) should not overtop the curb. • DI Protection Type 4 -Block and Gravel Filter -Block and gravel filters are suitable for curb inlets commonly used in residential, commercial, and industrial construction. See typical Type 4 installation details at the end of this fact sheet. 1. Place hardware cloth or comparable wire mesh with 0.5 in. openings over the drop inlet so that the wire extends a minimum of 1 ft beyond each side of the inlet structure. If more than one strip is necessary, overlap the strips. Place woven geotextile over the wire mesh. 2. Place concrete blocks lengthwise on their sides in a single row around the perimeter of the inlet, so that the open ends face outward, not upward. The ends of adjacent blocks should abut. The height of the barrier can be varied, depending on design needs, by stacking combinations of blocks that are 4 in., 8 in., and 12 in. wide. The row of blocks should be at least 12 in. but no greater than 24 in. high. 3· Place wire mesh over the outside vertical face {open end) of the concrete blocks to prevent stone from being washed through the blocks. Use hardware cloth or comparable wire mesh with 0.5 in. opening. 4· Pile washed stone against the wire mesh to the top of the blocks. Use o. 75 to 3 in. • DI Protection Type 5-Temporary Geotextile Insert (pl'Oprietary) -Many types of temporary inserts are available. Most inserts fit underneath the grate of a drop inlet or inside of a curb inlet and are fastened to the outside of the gt·ate or curb. These inserts are removable and many can be cleaned and reused. Installation of these inserts differs between manufacturers. Please refer to manufacturer instruction for installation of proprietary devices. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 4 of 10 Storm Drain Inlet Protection SE-10 • DI Protection Type 6 -Biofilter bags -Biofilter bags may be used as a substitute for gravel bags in low-flow situations. Biofilter bags should conform to specifications detailed in SE-14, Biofilter bags. 1. Construct in a gently sloping area. 2. Biofilter bags should be placed around inlets to intercept runoff flows. 3· All bag joints should overlap by 6 in. 4· Leave room upsb'eam for water to pond and for sediment to settle out. 5· Stake bags to the ground as described in the following detail. Stakes may be omitted if bags are placed on a paved surface. • DI Protection Type 7-Compost Socks -A compost sock can be assembled on site by filling a mesh sock (e.g., with a pneumatic blower). Compost socks do not require special b'enching compared to other sediment control methods (e.g., silt fence). Compost socks should conform to specification detailed in SE-13, Compost Socks and Berms. Costs • Average annual cost for installation and maintenance of DI Type 1-4 and 6 (one year useful life) is $2oo per inlet. • Temporary geotextile inserts are proprietary and cost varies by region. These inserts can often be reused and may have greater than 1 year of use if maintained and kept undamaged. Average cost per insert ranges from $50-75 plus installation, hut costs can exceed $100. This cost does not include maintenance. • See SE-13 for Compost Sock cost information. Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Silt Fences. If the fabric becomes clogged, torn, or degrades, it should be replaced. Make sure the stakes are securely driven in the ground and are in good shape (i.e., not bent, cracked, or splintered, and are reasonably perpendicular to the ground). Replace damaged stakes. At a minimum, remove the sediment behind the fabric fence when accumulation reaches one-third the height of the fence or banier height. • Gravel Filters. If the gravel becomes clogged with sediment, it should be carefully removed from the inlet and either cleaned or replaced. Since cleaning gravel at a construction site may be difficult, consider using the sediment-laden stone as fill material and put fresh stone around the inlet. Inspect bags for holes, gashes, and snags, and replace bags as needed. Check gravel bags for proper arrangement and displacement. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 5 of 10 Storm Drain Inlet Protection SE-10 • Sediment that accumulates in the BMP should be peiiodically removed in order to maintain BMP effectiveness. Sediment should be removed when the sediment accumulation reaches one-third of the barrier height. • Inspect and maintain temporary geotextile insert devices according to manufacturer's specifications. • Remove storm drain inlet protection once the drainage area is stabilized. Clean andregrade area around the inlet and clean the inside of the stonn drain inlet, as it should be free of sediment and deb lis at the time of final inspection. References Storm water Quality Handbooks -Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Stormwater Management Manual for The Puget Sound Basin, Washington State Department of Ecology, Public Review Draft, 1991. Erosion and Sediment Control Manual, Oregon Department of Environmental Quality, February 2005. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 6 of 10 Storm Drain Inlet Protection X I, Sheet flow Less than 1 acre NOTES: Geotextile Blanket [Drain inlet ~x-------x-------x x ?,--~--~ Drain inlet - ----X i I XI ; L.-- f?J_/\N Oi PROTFCTION TYPE ·1 i'-JOT TO SCALE·------ SE-10 lence per SE-01 -6" Min overlap ol ends of sil: fence. ~ 0 .z. Blanket Fence per Si::-0' 1. For use in areas where grad:,~g has beeq completed and final soil stabilization and seeding are pending. 2. Not applicable in paved areas. 3. Not applicable witr concentroted flows. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 7 of 10 Storm Drain Inlet Protection SE-10 rStob:lize area O'ld / grade uniformly I x arOLJrd perimeter X Blanket I I . -Geotextile I--silt X fence Per SF -01 X -':: 1 --~ ~) Min Note: Remove before recchi'lg O'le-Lhird fui!. Concentrated- ~low ~ X i I I: Sheet flow I : Notes 'I X I I II Section A-A P:o:l --- 1. For use irt c1eored and grubbed and 'n groced areas. lv'in \bx lrop fence Per Sf -01 2. Shope basin so that longest inflow oceo faces longest iengtr' of trap. 3. For concentrated flows, shape bas:-; i0 2: 1 ratio witb length oriented ~owards direction of frow. June 2012 California Stormwater BMP Handbook Construction www .casqa.org 8 of 10 Storm Drain Inlet Protection SE-10 2-bogs· 'Jiqh TYPIC/\~ :)ROTECT!Oi\1 =-oR ii\JLET QN SUrvF~ f\JTES: 1. 1·-denCed ~or short ter--r-use. ') ~~;:;e to i~hin~t non :;fDr'r v'lr:;~er fiovi. _), A kn.v for ~Y~)per tTtoir;te")Gnce cr:d cienrL~p. -4·. Hoqs .'f!ust he rem~;veo o:ter (J(ijc:ce'l7 O;Jerolion ts ~nr~J~ \-.tf:C": j, ~0t cpoiir:o:~le in Grf:cs \~ .. dtr-, --,icfl s;its onrJ c!cys v/thc;.J: :r·ter fchric. 6. Protection can be effective even if it is not immediately adjacent to the inlet provided that the inlet is protected from potential sources of pollution. 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N C') """ It) co I I I I I I I I ..... ..... ..... ..... ..... ..... ..... ~ (/) (/) (/) (/) (/) (/) (/) (/) CJ) I I I I I I I z z z z z z z z z (/) (/) (/) (/) (/) (/) (/) z z z z z z z Construction Activity & Site Conditions LandscapinQ & lrrioation Drilling/Boring Concrete/ Asphalt X Sawcuttino Concrete flatwork Paving X X X Wire, Cable & Connector Installation Site Housekeepina StaQing Area Equipment Maintenance and Fueling Hazardous Substance Management Dewaterino Steam crossing X Material deliverv Solid waste handling including trash and X debris removal Concrete or stucco work Other (list): Page 9 of 10 Tier 2 Site Assessment Form 3/24/08 Paving and Grinding Operations NS-3 Description and Purpose Prevent or reduce the discharge of pollutants from paving operations, using measures to prevent runon and runoff pollution, properly disposing of wastes, and training employees and subcontractors. The General Permit incorporates Numeric Action Levels (NAL) for pH and turbidity (see Section 2 of this handbook to determine your project's risk level and if you are subject to these requirements). Many types of construction materials associated with paving and grinding operations, including mortar, concrete, and cement and their associated wastes have basic chemical properties that can raise pH levels outside of the permitted range. Additional care should be taken when managing these materials to prevent them fmm coming into contact with storm water flows, which could lead to exceedances of the General Permit requirements. Suitable Applications These procedures are implemented where paving, surfacing, resurfacing, or sawcutting, may pollute stormwater runoff or discharge to the storm drain system or watercourses. Limitations • Paving opportunities may be limited during wet weather. Discharges of freshly paved surfaces may raise pH to environmentally harmful levels and trigger permit violations. July 2012 California Stormwater BMP Handbook Construction www .casqa .org Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater ttl Management Control WM Waste Management and Iii Materials Pollution Control Legend: ttl Primary Category Iii Secondary category Targeted Constituents Sediment ttl Nutrients Trash Metals Bacteria 0~ and Grease Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. C·\UfORNii\ SrtiR\tWi\TER t: .. !~_I"U.I_\ ,,\!)iMJ\.~~JP.'t'\l 1 of 5 Paving and Grinding Operations NS-3 Implementation General • Avoid paving during the wet season when feasible. • Reschedule paving and grinding activities if rain is forecasted. • Train employees and sub-contractors in pollution prevention and reduction. • Store materials away from drainage courses to prevent stormwater runon (see WM-1, Matelial Delivery and Storage). • Protect drainage courses, particularly in areas with a grade, by employing BMPs to divert runoff or to trap and filter sediment. • Stockpile material removed from roadways away from drain inlets, drainage ditches, and watercourses. These materials should be stored consistent with WM-3, Stockpile Management. • Disposal of PCC (Portland cement concrete) and AC (asphalt concrete) waste should be in conformance with WM-8, Concrete Waste Management. Saw Cutting, Grinding, and Pavement Removal • Shovel or vacuum saw-cut slurry and remove from site. Cover or barricade storm drains during saw cutting to contain sluny. • When paving involves AC, the following steps should be implemented to prevent the discharge of grinding residue, uncompacted or loose AC, tack coats, equipment cleaners, or unrelated paving materials: AC grindings, pieces, or chunks used in embankments or shoulder backing should not be allowed to enter any storm drains or watercourses. Install inlet protection and perimeter controls until area is stabilized (i.e. cutting, grinding or other removal activities are complete and loose material has been properly removed and disposed ot)or permanent controls are in place. Examples of temporary perimeter controls can be found in EC-9, Earth Dikes and Drainage Swales; SE-1, Silt Fence; SE-5, Fiber Rolls, or SE-13 Compost Socks and Berms Collect and remove all broken asphalt and recycle when practical. Old or spilled asphalt should be recycled or disposed of properly. • Do not allow saw-cut slurry to enter storm drains or watercourses. Residue from grinding operations should be picked up by a vacuum attachment to the grinding machine, or by sweeping, should not be allowed to flow across the pavement, and should not be left on the smface of the pavement. See also WM-8, Concrete Waste Management, and WM-10, Liquid Waste Management. • Pavement removal activities should not be conducted in the rain. • Collect removed pavement material by mechanical or manual methods. This material may be recycled for use as shoulder backing or base material. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 5 Paving and Grinding Operations NS-3 • If removed pavement mate1ial cannot be recycled, transport the matelial back to an approved storage site. Asphaltic Concrete Paving • If paving involves asphaltic cement concrete, follow these steps: Do not allow sand or gravel placed over new asphalt to wash into storm drains, streets, or creeks. Vacuum or sweep loose sand and gravel and properly dispose of this waste by referring to WM-5, Solid Waste Management. Old asphalt should be disposed of properly. Collect and remove all broken asphalt from the site and recycle whenever possible. Portland Cement Concrete Paving • Do not wash sweepings from exposed aggregate concrete into a storm drain system. Collect waste matelials by dcy methods, such as sweeping or shoveling, and return to aggregate base stockpile or dispose of properly. Allow aggregate rinse to settle. Then, either allow rinse water to dcy in a temporary pit as described in WM-8, Concrete Waste Management, or pump the water to the sanitary sewer if authorized by the local wastewater authmity. Sealing Operations • During chip seal application and sweeping operations, petroleum or petroleum covered aggregate should not be allowed to enter any storm drain or water courses. Apply temporary perimeter controls until structure is stabilized (i.e. all sealing operations are complete and cured and loose materials have been properly removed and disposed). • Inlet protection (SE-10, Storm Drain Inlet Protection) should be used during application of seal coat, tack coat, slurry seal, and fog seal. • Seal coat, tack coat, sluny seal, or fog seal should not be applied if rainfall is predicted to occur during the application or curing period. Paving Equipment • Leaks and spills from paving equipment can contain toxic levels of heavy metals and oil and grease. Place drip pans or absorbent materials under paving equipment when not in use. Clean up spills with absorbent materials and dispose of in accordance with the applicable regulations. See NS-10, Vehicle and Equipment Maintenance, WM-4, Spill Prevention and Control, and WM-10, Liquid Waste Management. • Substances used to coat asphalt b·ansport trucks and asphalt spreading equipment should not contain soap and should be non-foaming and non-toxic. • Paving equipment parked onsite should be parked over plastic to prevent soil contamination. • Clean asphalt coated equipment offsite whenever possible. When cleaning dcy, hardened asphalt from equipment, manage hardened asphalt debtis as described in WM-5, Solid Waste Management. Any cleaning onsite should follow NS-8, Vehicle and Equipment Cleaning. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 5 Paving and Grinding Operations NS-3 TheMnoplastic Striping • Thermoplastic striper and pre-heater equipment shutoff valves should be inspected to ensure that they are working properly to prevent leaking thermoplastic from entering drain inlets, the stormwater drainage system, or watercourses. • Pre-heaters should be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre-heater container when filling thermoplastic to allow room for material to move. • Do not pre-heat, transfer, or load the1moplastic near drain inlets or watercourses. • Clean truck beds daily ofloose deb1is and melted thermoplastic. When possible, recycle thermoplastic material. Raised/Recessed Pavement Marker Application and Removal • Do not transfer or load bituminous material near drain inlets, the stormwater drainage system, or watercourses. • Melting tanks should be loaded with care and not filled to beyond six inches from the top to leave room for splashing. • When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills. • On large-scale projects, use mechanical or manual methods to collect excess bituminous mate1ial from the roadway after removal of markers. Costs • All of the above are low cost measures. Inspection and Maintenance • Inspect and verify that activity-based BMPs are in place prior to the commencement of paving and grinding operations. • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Sample stmmwater runoff required by the General Permit. • Keep ample supplies of drip pans or absorbent materials onsite. • Inspect and maintain machinery regularly to minimize leaks and drips. References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, 1995· July 2012 California Stormwater BMP Handbook Construction www .casqa.org 4 of 5 Paving and Grinding Operations NS-3 Hot Mix Asphalt-Paving Handbook AC 150/5370-14, Appendix I, U.S. Army Corps of Engineers, July 1991. Stormwater Quality Handbooks-Consb·uction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Erosion and Sediment Control Manual, Oregon Department of Environmental Quality, February 2005. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 5 of 5 Concrete Curing Description and Purpose Concrete curing is used in the construction of structures such as bridges, retaining walls, pump houses, large slabs, and structured foundations. Concrete curing includes the use of both chemical and water methods. Concrete and its associated curing materials have basic chemical properties that can raise the pH of water to levels outside of the permitted range. Discharges of stormwater and non-stormwater exposed to concrete during curing may have a high pH and may contain chemicals, metals, and fines. The General Permit incorporates Numeric Action Levels (NAL) for pH (see Section 2 of this handbook to determine your project's risk level and if you are subject to these requirements). Proper procedures and care should be taken when managing concrete curing materials to prevent them from coming into contact with storm water flows, which could result in a high pH discharge. Suitable Applications Suitable applications include all projects where Portland Cement Concrete (PCC) and concrete curing chemicals are placed where they can be exposed to rainfall, runoff from other areas, or where runoff from the PCC will leave the site. Limitations • Runoff contact with concrete waste can raise pH levels in the water to environmentally harmful levels and trigger permit violations. July 2012 California Stormwater BMP Handbook Construction www .casqa .org NS-12 Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater if Management Control WM Waste Management and if Materials Pdlution Control Legend: if Primary category 1!1 Secondary category Targeted Constituents Sediment if Nutrients Trash Metals Bacteria oa and Grease if Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameRogo and footer below must be removed from each page and not appear on the modified version. C,AU£0RNII\ STOII~tWATfll <JIJAiJn ~s!lOtL\Hhl\ 1 of 3 Concrete Curing NS-12 Implementation Chemical Curing • Avoid over spray of curing compounds. • Minimize the drift by applying the curing compound close to the concrete smface. Apply an amount of compound that covers the surface, but does not allow any runoff of the compound. • Use proper storage and handling techniques fot· concrete curing compounds. Refer to WM- 1, Matetial Delivery and Storage. • Protect drain inlets prior to the application of curing compounds. • Refer to WM-4, Spill Prevention and Control. Watmo Curing for Bridge Decks, Retaining Walls, and other Structures • Direct cure water away from inlets and watercourses to collection areas for evaporation or other means of removal in accordance with all applicable permits. See WM-8 Concrete Waste Management. • Collect cure water at the top of slopes and transport to a concrete waste management area in a non-erosive manner. See EC-9 Earth Dikes and Drainage Swales, EC-10, Velocity Dissipation Devices, and EC-11, Slope Drains. • Utilize wet blankets or a similar method that maintains moisture while minimizing the use and possible discharge of water. Education • Educate employees, subcontractors, and suppliers on proper concrete curing techniques to prevent contact with discharge as described herein. • Arrange for the QSP or the appropriately trained contractor's superintendent or representative to oversee and enforce concrete curing procedures. Costs All of the above measures are generally low cost. Inspection and Maintenance • Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Inspect BMPs subject to non-storm water discharges daily while non-stormwater discharges occur. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 3 Concrete Curing NS-12 • Sample non-stonnwater discharges and stormwater runoff that contacts uncured and partially cured concrete as required by the General Permit. • Ensure that employees and subcontractors implement appropriate measures for storage, handling, and use of curing compounds. • Inspect cure containers and spraying equipment for leaks. References Blue Print for a Clean Bay-Construction-Related Industries: Best Management Practices for Stormwater Pollution Prevention; Santa Clara Valley Non Point Source Pollution Control Program, 1992. Stormwater Quality Handbooks-Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Stormwater Management for Construction Activities, Developing Pollution Prevention Plans and Best Management Practices, EPA 832-R-92005; USEPA, April1992. Erosion and Sediment Control Manual, Oregon Department of Environmental Quality, Februa1y 2005. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 3 Concrete Finishing Description and Purpose Concrete finishing methods are used for bridge deck rehabilitation, paint removal, curing compound removal, and final surface finish appearances. Methods include sand blasting, shot blasting, grinding, or high pressure water blasting. Stormwater and non-stormwater exposed to concrete finishing by-products may have a high pH and may contain chemicals, metals, and fines. Proper procedw·es and implementation of appropriate BMPs can minimize the impact that concrete-finishing methods may have on stormwater and non-stormwater discharges. The General Permit incorporates Numeric Action Levels (NAL) for pH (see Section 2 of this handbook to determine your project's risk level and if you are subject to these requirements). Concrete and its associated curing materials have basic chemical properties that can raise pH levels outside of the permitted range. Additional care should be taken when managing these materials to prevent them from coming into contact with storm water flows, which could lead to exceedances of the General Permit requirements. Suitable Applications These procedures apply to all construction locations where concrete finishing operations are performed. July 2012 California Stormwater BMP Handbook Construction www .casqa .org NS-13 Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Storrnwater ~ Management Control WM Waste Management and ~ Materials Palution Contra Legend: ~ Primary Category I!J Secondary category Targeted Constituents Sediment ~ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameRogo and footer below must be removed from each page and not appear on the modified version. CAUEORNI"'STOR.\tWATER 41~HII¥ ,\SSlRh\lil.ll\ 1 of 3 Concrete Finishing NS-13 Limitations • Runoff contact with concrete waste can raise pH levels in the water to environmentally harmful levels and trigger permit violations. Implementation • Collect and properly dispose of water from high-pressure water blasting operations. • Collect contaminated water from blasting operations at the top of slopes. Transport or dispose of contaminated water while using BMPs such as those for erosion control. Refer to EC-9, Earth Dikes and Drainage Swales, EC-10, Velocity Dissipation Devices, and EC-11, Slope Drains. • Direct water from blasting operations away from inlets and watercourses to collection areas for infiltration or other means of removal (dewatering). Refer to NS-2 Dewatering Operations. • Protect inlets during sandblasting operations. Refer to SE-10, Storm Drain Inlet Protection. • Refer to WM-8, Concrete Waste Management for disposal of concrete debris. • Minimize the drift of dust and blast material as much as possible by keeping the blasting nozzle close to the surface. • When blast residue contains a potentially hazardous waste, refer to WM-6, Hazardous Waste Management. Education • Educate employees, subcontractors, and suppliers on prope1· concrete finishing techniques to prevent contact with discharge as described herein. • Arrange for the QSP or the appropriately trained contractor's superintendent or representative to oversee and enforce concrete finishing procedures. Costs These measures are generally of low cost. Inspection and Maintenance • Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Inspect BMPs subject to non-stormwater discharges daily while non-stormwater discharges occur. • Sample non-stormwater discharges and stormwater runoff that contacts concrete dust and debris as required by the General Permit. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 3 Concrete Finishing NS-13 • Sweep or vacuum up debris from sandblasting at the end of each shift. • At the end of each work shift, remove and contain liquid and solid waste from containment sb-uctures, if any, and from the general work area. • Inspect containment structures for damage prior to use and prior to onset of forecasted rain. References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, 1995· Stormwater Quality Handbooks-Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Stormwater Management for Construction Activities, Developing Pollution Prevention Plans and Best Management Practices, EPA 832-R-92005; USEPA, April1992. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 3 Waste Management and Materials Pollution Control BMPs ___ j ..... c:: Q) --E c:: c:: Q) Q) Q) Q) ..... 0> E c:: ro 0> 0 E Q) c:: ro Q) Q) E ro ..... .... .... .. 0> c:: .9 -s:: 0> Q) ~ Q) c:: ro ro (j) -0 (J) c:: c:: 0> Q) E c:: (.) E ro ro ro .... 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Construction Activity I I I I I I I I I I ~ ~ ~ ~ ::iE ~ ~ ~ ~ ~ And Site Conditions 5 5 s 5 5 5 5 5 5 5 LandscaJ:>ing & Irrigation Drilling/Boring X Concrete/ Asphalt Sawcutting Concrete flatwork X Paving X Wire, Cable & Connector Installation Site Housekeeping Staging Area Equipment Maintenance and Fueling Hazardous Substance Management _ _j Dewatering Steam crossing Material delivery X Solid waste handling including trash X X X and debris removal Concrete or stucco work X Temporary porta-potties X Other (list): Page 10 of 10 Tier 2 Site Assessment Form 3/24/08 ' Material Delivery and Storage WM-1 Description and Purpose Prevent, reduce, or eliminate the discharge of pollutants from material delivery and storage to the stormwater system or watercourses by minimizing the storage of hazardous materials onsite, storing materials in watertight containers and/ or a completely enclosed designated area, installing secondary containment, conducting regular inspections, and training employees and subcontractors. This best management practice covers only material delivery and storage. For other information on materials, see WM-2, Material Use, or WM-4, Spill Prevention and Control. For information on wastes, see the waste management BMPs in this section. Suitable Applications These procedures are suitable for use at all construction sites with delivery and storage of the following materials: • Soil stabilizers and binders • Pesticides and herbicides • Fertilizers • Detergents • Plaster • Petroleum products such as fuel, oil, and grease November 2009 California Stormwater BMP Handbook Construction www .casqa.org Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and It! Materials Pdlution Contrd Legend: if Primary Category 181 Secondary category Targeted Constituents Sediment ftl Nutrients ftl Trash ftl Metals ftl Bacteria Oil and Grease It! Organics It! Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA name/logo and footer below must be removed from each page and not appear on the modified version. CAUFORNIASTORMWI\TER I;ICH II\ ·,i~>tiUU tn•, 1 of 5 Material Delivery and Storage WM-1 • Asphalt and concrete components • Hazardous chemicals such as acids, lime, glues, adhesives, paints, solvents, and curing compounds • Concrete compounds • Other materials that may be detrimental if released to the environment Limitations • Space limitation may preclude indoor storage. • Storage sheds often must meet building and fire code requirements. Implementation The following steps should be taken to minimize 1isk: • Chemicals must be stored in water tight containers with appropriate secondary containment or in a storage shed. • When a material storage area is located on bare soil, the area should be lined and bermed. • Use containment pallets or other practical and available solutions, such as storing materials within newly constructed buildings or garages, to meet material storage requirements. • Stack erodible landscape mate1ial on pallets and cover when not in use. • Contain all fertilizers and other landscape materials when not in use. • Temporary storage areas should be located away from vehicular traffic. • Material Safety Data Sheets (MSDS) should be available on-site for all materials stored that have the potential to effect water quality. • Construction site areas should be designated for material delivery and storage. • Material delivery and storage areas should be located away from watetways, if possible. Avoid transport near drainage paths or waterways. Surround with earth berms or other appropriate containment BMP. See EC-9, Earth Dikes and Drainage Swales. Place in an area that will be paved. • Storage of reactive, ignitable, or flammable liquids must comply with the fire codes of your area. Contact the local Fire Marshal to review site materials, quantities, and proposed storage area to determine specific requirements. See the Flammable and Combustible Liquid Code, NFPA3o. • An up to date inventory of materials delivered and stored onsite should be kept November 2009 California Stormwater BMP Handbook Construction www .casqa.org 2 of s Material Delivery and Storage WM-1 • Hazardous materials storage onsite should be minimized. • Hazardous materials should be handled as infrequently as possible. • Keep ample spill cleanup supplies appropriate for the matetials being stored. Ensure that cleanup supplies are in a conspicuous, labeled area. • Employees and subcontractors should be trained on the proper matetial delivery and storage practices. • Employees trained in emergency spill cleanup procedures must be present when dangerous matetials or liquid chemicals are unloaded. • If significant residual materials remain on the ground after construction is complete, properly remove and dispose of materials and any contaminated soil. See WM-7, Contaminated Soil Management. If the area is to be paved, pave as soon as matetials are removed to stabilize the soil. Material Stol'age Areas and Practices • Liquids, petroleum products, and substances listed in 40 CFR Parts 110, 117, or 302 should be stored in approved containers and drums and should not be overfilled. Containers and drums should be placed in temporary containment facilities for storage. • A temporary containment facility should provide for a spill containment volume able to contain precipitation from a 25 year storm event, plus the greater of 10% of the aggregate volume of all containers or 100% of the capacity of the largest container within its boundary, whichever is greater. • A temporary containment facility should be impervious to the matetials stored therein for a minimum contact time of 72 hours. • A temporary containment facility should be maintained free of accumulated rainwater and spi11s. In the event of spills or leaks, accumulated rainwater and spills should be collected and placed into drums. These liquids should be handled as a hazardous waste unless testing determines them to be non-hazardous. All collected liquids or non-hazardous liquids should be sent to an approved disposal site. • Sufficient separation should be provided between stored containers to allow for spill cleanup and emergency response access. • Incompatible materials, such as chlorine and ammonia, should not be stored in the same temporary containment facility. • Materials should be covered prior to, and during rain events. • Materials should be stored in their otiginal containers and the original product labels should be maintained in place in a legible condition. Damaged or otherwise illegible labels should be replaced immediately. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 3 of 5 Material Delivery and Storage WM-1 • Bagged and boxed mate1ials should be stored on pallets and should not be allowed to accumulate on the ground To provide protection from wind and rain throughout the rainy season, bagged and boxed materials should be covered during non-working days and prior to and during rain events. • Stockpiles should be protected in accordance with WM-3, Stockpile Management. • Materials should be stored indoors within existing structures or completely enclosed storage sheds when available. • Proper storage instructions should be posted at all times in an open and conspicuous location. • An ample supply of appropriate spill clean up material should be kept near storage areas. • Also see WM-6, Hazardous Waste Management, for storing of hazardous wastes. Material Delivery Practices • Keep an accurate, up-to-date inventory of material delivered and stored onsite. • Arrange for employees trained in emergency spill cleanup procedures to be present when dangerous materials or liquid chemicals are unloaded. Spill Cleanup • Contain and clean up any spill immediately. • Properly remove and dispose of any hazardous materials or contaminated soil if significant residual materials remain on the ground after construction is complete. See WM-7, Contaminated Soil Management. • See WM-4, Spill Prevention and Control, for spills of chemicals and/or hazardous materials. • If spills or leaks of materials occur that are not contained and could discharge to surface waters, non-visible sampling of site discharge may be required. Refer to the General Permit or to your project specific Construction Site Monitoring Plan to determine if and where sampling is required. Cost • The largest cost of implementation may be in the construction of a materials storage area that is covered and provides secondary containment. Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Keep storage areas clean and well organized, including a cmTent list of all materials onsite. • Inspect labels on containers for legibility and accuracy. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 4 of 5 Material Delivery and Storage WM-1 • Repair or replace perimeter controls, containment structures, covers, and liners as needed to maintain proper function. References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Non point Source Pollution Control Program, 1995· Coastal Nonpoint Pollution Control Program: Program Development and Approval Guidance, Working Group Working Paper; USEPA, April1992. Stormwater Quality Handbooks-Construction Site Best Management Practices (BMPs) Manual, State of California Deparbnent of Transportation (Caltrans), March 2003. Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; USEPA, April1992. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 5 of 5 Solid Waste Management Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: • Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction • Packaging materials including wood, paper, and plastic • Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces, and masonry products • Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes • Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non- hazardous equipment parts, styrofoam and other matetials used to transport and package construction materials January 2011 California Stormwater BMP Handbook Construction www .casqa.org WM-5 Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pdlution Conlrol Legend: 1!1 Primary Objective 1!1 Secondary Objective Sediment Nutrients Trash Metals Bacteria m and Grease Organics Potential Alternatives None ltJ If User/Subscriber modifies this fact sheet in any way, the CASQA name.1ogo and footer below must be removed from each page and not appear on the modified version. CAUfOR."'l~ SlORli!W.utll Qi.'i~~ H)' ,\~S(lf"I:.\T~n·.;" 1 of 4 Solid Waste Management WM-5 • Highway planting wastes, including vegetative material, plant containers, and packaging materials Limitations Temporary stockpiling of certain construction wastes may not necessitate stringent drainage related controls during the non-rainy season or in desert areas with low rainfall. Implementation The following steps will help keep a clean site and reduce stormwater pollution: • Select designated waste col1ection areas onsite. • Inform trash-hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. • Locate containers in a covered area or in a secondary containment. • Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. • Cover waste containers at the end of each work day and when it is raining. • Plan for additional containers and more frequent pickup during the demolition phase of construction. • Collect site trash daily, especially during rainy and windy conditions. • Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. • Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. • Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. • Arrange for regular waste collection before containers overflow. • Clean up immediately if a container does spill. • Make sure that consh-uction waste is collected, removed, and disposed of only at authorized disposal areas. Education • Have the contractor's superintendent or representative oversee and enforce proper solid waste management procedures and practices. • lnsh-uct employees and subcontractors on identification of solid waste and hazardous waste. • Educate employees and subcontractors on solid waste storage and disposal procedures. January 2011 California Stormwater BMP Handbook Construction www .casqa .org 2 of 4 Solid Waste Management WM-5 • Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). • Require that employees and subcontractors follow solid waste handling and storage procedures. • Prohibit littering by employees, subcontractors, and visitors. • Minimize production of solid waste materials wherever possible. Collection, Storage, and Disposal • Littering on the project site should be prohibited. • To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. • Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. • Litter from work areas within the construction limits of the project site should be collected and placed in watertight dumpsters at least weekly, regardless of whether the litter was generated by the contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. • Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. • Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. • Construction debris and waste should be removed from the site biweekly or more frequently as needed. • Construction material visible to the public should be stored or stacked in an orderly manner. • Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. • Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. • Except during fair weather, construction and highway planting waste not stored in watertight dumpsters should be securely covered from wind and rain by covering the waste with tarps or plastic. • Segregate potentially hazardous waste from non-hazardous construction site waste. • Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed ofin dumpsters designated for construction debris. January 2011 California Stormwater BMP Handbook Construction www .casqa.org 3 of 4 Solid Waste Management WM-5 • For disposal of hazardous waste, see \\TM-6, Hazardous Waste Management. Have hazardous waste hauled to an approp1iate disposal and/or recycling facility. • Salvage or recycle useful vegetation debris, packaging and smplus building materials when practical. For example, trees and shrubs from land clearing can be used as a brush barrier, or converted into wood chips, then used as mulch on graded areas. Wood pallets, cardboard boxes, and construction scraps can also be recycled. Costs All of the above are low cost measures. Inspection and Maintenance • Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect BMPs in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Inspect BMPs subject to non-stormwater discharge daily while non-stormwater discharges occur • Inspect construction waste area regularly. • Arrange for regular waste collection. References Processes, Procedures and Methods to Control Pollution Resulting from All Construction Activity, 430/9-73-007, USEPA, 1973· Stormwater Quality Handbooks-Construction Site Best Management Practices {BMPs) Manual, State of California Department of Transportation {Caltrans), November 2000. Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; US EPA, April1992. January 2011 California Stormwater BMP Handbook Construction www .casqa.org 4 of 4 Concrete Waste Management Description and Purpose CONCRETE WASHOUT AREA Prevent the discharge of pollutants to stormwater from concrete waste by conducting washout onsite or offsite in a designated area, and by employee and subcontractor training. The General Permit incorporates Numeric Action Levels (NAL) for pH (see Section 2 of this handbook to determine your project's risk level and if you are subject to these requirements). Many types of construction materials, including mortar, concrete, stucco, cement and block and their associated wastes have basic chemical properties that can raise pH levels outside of the permitted range. Additional care should be taken when managing these materials to prevent them from coming into contact with storm water flows and raising pH to levels outside the accepted range. Suitable Applications Concrete waste management procedures and practices are implemented on construction projects where: • Concrete is used as a construction material or where concrete dust and debris result from demolition activities. • Slurries containing portland cement concrete (PCC) are generated, such as from saw cutting, cming, grinding, grooving, and hydro-concrete demolition. • Concrete trucks and other concrete-coated equipment are washed onsite. July 2012 California Stormwater BMP Handbook Construction www .casqa.org WM-8 Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater 1!1 Management Control WM Waste Management and 1!1 Materials Pdlution Control Legend: 1!1 Primary Category I!J Secondary category Targeted Constituents Sediment 1!1 Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. CAU!'ORNIASl'oilMI\'ATER l)t;,tUl !~~~tn .. PU !f)X' 1 of 7 Concrete Waste Management WM-8 • Mortar-mixing stations exist. • Stucco mixing and spraying. • See also NS-8, Vehicle and Equipment Cleaning. Limitations • Offsite washout of concrete wastes may not always be possible. • Multiple washouts may be needed to assure adequate capacity and to allow for evaporation. Implementation The following steps will help reduce stormwater pollution from concrete wastes: • Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. • Store dry and wet materials under cover, away from drainage areas. Refer to WM-1, Material Delivery and Storage for more information. • Avoid mixing excess amounts of concrete. • Perform washout of concrete trucks in designated areas only, where washout will not reach storm water. • Do not wash out concrete trucks into storm drains, open ditches, streets, streams or onto the ground. Trucks should always be washed out into designated facilities. • Do not allow excess concrete to be dumped onsite, except in designated areas. • For onsite washout: On larger sites, it is recommended to locate washout areas at least 50 feet from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Washout wastes into the temporary washout where the concrete can set, be broken up, and then disposed properly. Washouts shall be implemented in a manner that prevents leaching to underlying soils. Washout containers must be water tight and washouts on or in the ground must be lined with a suitable impervious liner, typically a plastic type mate1ial. • Do not wash sweepings from exposed aggregate concrete into the sti·eet or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. • See typical concrete washout installation details at the end of this fact sheet. Education • Educate employees, subcontractors, and suppliers on the concrete waste management techniques desctibed herein. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 2 of 7 Concrete Waste Management WM-8 • Arrange for contractor's superintendent or representative to oversee and enforce concrete waste management procedures. • Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready-mix concrete supplier before any deliveries are made. Concrete Demolition Wastes • Stockpile concrete demolition waste in accordance with BMP WM-3, Stockpile Management. • Dispose of or recycle hardened concrete waste in accordance with applicable federal, state or local regulations. Concrete Slurry Wastes • PCC and AC waste should not be allowed to enter storm drains or watercourses. • PCC and AC waste should be collected and disposed of or placed in a temporary concrete washout facility (as described in Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Wash out Procedures, below). • A foreman or construction supervisor should monitor onsite concrete working tasks, such as saw cutting, coring, grinding and grooving to ensure proper methods are implemented. • Saw-cut concrete slurry should not be allowed to enter storm drains or watercourses. Residue from grinding operations should be picked up by means of a vacuum attachment to the grinding machine or by sweeping. Saw cutting residue should not be allowed to flow across the pavement and should not be left on the surface of the pavement. See also NS-3, Paving and Grinding Operations; and WM-10, Liquid Waste Management. • Concrete slurry residue should be disposed in a temporary washout facility (as described in Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures, below) and allowed to dry. Dispose of dry slurry residue in accordance with WM-5, Solid Waste Management. Onsite Temporary Concrete Washout Facility, Transit Truck Washout Procedures • Temporary concrete washout facilities should be located a minimum of 50 ft from storm drain inlets, open drainage facilities, and watercourses. Each facility should be located away from construction traffic or access areas to prevent disturbance or tracking. • A sign should be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. • Tempora1y concrete washout facilities should be constructed above grade or below grade at the option of the contractor. Tempora1y concrete washout facilities should be constructed and maintained in sufficient quantity and size to contain all liquid and concrete waste generated by washout operations. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 3 of 7 Concrete Waste Management WM-8 • Temporary washout facilities should have a temporary pit or bermed areas of sufficient volume to completely contain all liquid and waste concrete materials generated during washout procedures. • Temporary washout facilities should be lined to prevent discharge to the underlying ground or surrounding area. • Washout of concrete trucks should be performed in designated areas only. • Only concrete from mixer truck chutes should be washed into concrete wash out. • Concrete washout from concrete pumper bins can be washed into concrete pumper trucks and discharged into designated washout area or properly disposed of or recycled offsite. • Once concrete wastes are washed into the designated area and allowed to harden, the concrete should be broken up, removed, and disposed of per WM-5, Solid Waste Management. Dispose of or recycle hardened concrete on a regular basis. • Temporary Concrete Washout Facility (Type Above Grade) Temporary concrete washout facility (type above grade) should be constructed as shown on the details at the end of this BMP, with a recommended minimum length and minimum width of 10ft; however, smaller sites or jobs may only need a smaller washout facility. With any washout, always maintain a sufficient quantity and volume to contain all liquid and concrete waste generated by washout operations. Materials used to construct the washout area should conform to the provisions detailed in their respective BMPs (e.g., SE-8 Sandbag Barrier). Plastic lining material should be a minimum of 10 mil in polyethylene sheeting and should be free of holes, tears, or other defects that compromise the impermeability of the material. Alternatively, portable removable containers can be used as above grade concrete washouts. Also called a "roll-off"; this concrete washout facility should be properly sealed to prevent leakage, and should be removed from the site and replaced when the container reaches 75% capacity. • Temporary Concrete Wash out Facility (Type Below Gmde) Temporary concrete washout facilities (type below grade) should be constructed as shown on the details at the end of this BMP, with a recommended minimum length and minimum width of 10 ft. The quantity and volume should be sufficient to contain all liquid and concrete waste generated by washout operations. Lath and flagging should be commercial type. Plastic lining material should be a minimum of 10 mil polyethylene sheeting and should be free of holes, tears, or other defects that compromise the impermeability of the material. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 4 of 7 Concrete Waste Management WM-8 The base of a washout facility should be free of rock or debris that may damage a plastic liner. Removal ofTemporary Concrete Washout Facilities • When temporary concrete washout facilities are no longer required for the work, the hardened concrete should be removed and properly disposed or recycled in accordance with federal, state or local regulations. Materials used to construct temporary concrete washout facilities should be removed from the site of the work and properly disposed or recycled in accordance with federal, state or local regulations .. • Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities should be backfilled and repaired. Costs All of the above are low cost measures. Roll-off concrete washout facilities can be more costly than other measures due to removal and replacement; however, provide a cleaner alternative to traditional washouts. The type of washout facility, size, and availability of materials will determine the cost of the washout. Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Temporary concrete washout facilities should be maintained to provide adequate holding capacity with a minimum freeboard of 4 in. for above grade facilities and 12 in. for below grade facilities. Maintaining temporary concrete washout facilities should include removing and disposing of hardened concrete and returning the facilities to a functional condition. Hardened concrete materials should be removed and properly disposed or recycled in accordance with federal, state or local regulations. • Washout facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full. • Inspect washout facilities for damage (e.g. torn liner, evidence of leaks, signage, etc.). Repair all identified damage. References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, 1995· Stormwater Quality Handbooks-Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000, Updated March 2003. Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; USEPA, April1992. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 5 of 7 Concrete Waste Management WM-8 LATH & FLAGGING ON ALL SIDES BERM {/) w 0:: <( > 10 MIL PLASTIC LINING TWO-STACKED 2 X 12 ROUGH WOOD FRAME 10' MIN PLAN NOT TO SCALE TYPE "BELOW GRADE" 10 MIL 0 STAKE (TYP) PLASTIC LINING PLAN NOT TO SCALE SANDBAG 10 MIL PLASTIC LINING SECTION A-A NOT TO SCALE 10 MIL PLASTIC LINING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES SECTION B-B NOT TO SCALE NOTES BERM 1. ACTUAL LAYOUT DETERMINED IN FIELD. TYPE "ABOVE GRADE" 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. July 2012 California Stormwater BMP Handbook Construction www .casqa.org 6 of 7 Concrete Waste Management WM-8 10' MIN I ~ r----r--~~----~----~~--~·sTAKE V1 w 0:: <( > 10 MIL • PLASTIC LINING PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES NATIVE MATERIAL (OPTIONAL) 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) SECTION 8-B NOT TO SCALE • • • • (TYP) 1 /8" DIA. STtEL WIRE 4" STAPLE DETAIL '-sTRAW BALE (TYP) PLYWOOD 48" X 24" PAINTED WHITE 3' 3' ' 0 0 CONCRETE WASHOUT" 0 '""''"""'" !,.-- v-- v BLACK LETTERS 5" HEIGHT 0.5" LAG SCREWS WOOD POST 3" X 3" X 8' CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) BINDING WIRE STRAW BALE NOTES 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY. July 2012 California Stormwater BMP Handbook Construction 7 of 7 www .casqa.org _j Sanitary/Septic Waste Management WM-9 Description and Purpose Proper sanitacy and septic waste management prevent the discharge of pollutants to stormwater from sanitary and septic waste by providing convenient, well-maintained facilities, and arranging for regular service and disposal. Suitable Applications Sanitary septic waste management practices are suitable for use at all construction sites that use temporary or portable sanitary and septic waste systems. Limitations None identified. Implementation Sanitary or septic wastes should be treated or disposed of in accordance with state and local requirements. In many cases, one contract with a local facility supplier will be all that it takes to make sure sanitary wastes are properly disposed. Storage and Disposal Procedures • Temporary sanitary facilities should be located away from drainage facilities, watercourses, and from traffic circulation. If site conditions allow, place portable facilities a minimum of 50 feet from drainage conveyances and traffic areas. When subjected to high winds or risk of high winds, temporary sanitary facilities should be secured to prevent overturning. November 2009 California Stormwater BMP Handbook Construction www .casqa.org Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ttl Primary Category Iii Secondary Category Targeted Constituents Sediment ttl Nutrients ttl Trash ttl Metals Bacteria ttl oa and Grease Organics ttl Potential Alternatives None If User/Subscriber modifies this fact sheet in any way, the CASQA nameAogo and footer below must be removed from each page and not appear on the modified version. CAUfORNIASTORMWATEI! IJl' .• UI¥ ,,%llf!U.I'-'1'.< 1 of 3 Sanitary/Septic Waste Management WM-9 • Temporary sanitary facilities must be equipped with containment to prevent discharge of pollutants to the stormwater drainage system of the receiving water. • Consider safety as well as environmental implications before placing temporary sanitary facilities. • Wastewater should not be discharged or buried within the project site. • Sanitacy and septic systems that discharge directly into sanitary sewer systems, where permissible, should comply with the local health agency, city, county, and sewer district requirements. • Only reputable, licensed sanitacy and septic waste haulers should be used. • Sanitary facilities should be located in a convenient location. • Temporary septic systems should treat wastes to appropriate levels before discharging. • If using an onsite disposal system (OSDS), such as a septic system, local health agency requirements must be followed. • Temporary sanitary facilities that discharge to the sanitary sewer system should be properly connected to avoid illicit discharges. • Sanitary and septic facilities should be maintained in good working order by a licensed service. • Regular waste collection by a licensed hauler should be arranged before facilities overflow. • If a spill does occur from a temporary sanitary facility, follow federal, state and local regulations for containment and clean-up. Education • Educate employees, subcontractors, and suppliers on sanitary and septic waste storage and disposal procedures. • Educate employees, subcontractors, and suppliers of potential dangers to humans and the environment from sanitary and septic wastes. • Instruct employees, subcontractors, and suppliers in identification of sanitary and septic waste. • Hold regular meetings to discuss and reinforce the use of sanitary facilities (incorporate into regular safety meetings). • Establish a continuing education program to indoctrinate new employees. Costs All of the above are low cost measures. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 2 of 3 Sanitary/Septic Waste Management WM-9 Inspection and Maintenance • BMPs must be inspected in accordance with General Permit requirements for the associated project type and risk level. It is recommended that at a minimum, BMPs be inspected weekly, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events. • Arrange for regular waste collection. • If high winds are expected, portable sanitary facilities must be secured with spikes or weighed down to prevent over turning. • If spills or leaks from sanitary or septic facilities occur that are not contained and discharge from the site, non-visible sampling of site discharge may be required. Refer to the General Permit or to your project specific Construction Site Monitoring Plan to determine if and where sampling is required. References Stormwater Quality Handbooks -Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), March 2003. Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; USEPA, April1992. November 2009 California Stormwater BMP Handbook Construction www .casqa.org 3 of 3 USDA Natural Resources ~ Conservation Service Web Soil Survey National Cooperative Soil Survey 8/23/2015 Page 1 of 4 Ani• oflnterest (Aot) D Ate1 of lnteru t (AOI) Soils Soil Rating Polygons D .o2 D .OS D .10 D .15 D .17 D .20 D .24 D .28 D .32 D .37 D .43 D .49 D .55 CJ .6-4 D Not rated or not available SoU Rating Un•• -.02 -.OS • 10 . 15 . 17 .20 Natural Resources Conservation Service K Factor, W'lole Soil-San Diego County Area, California MAP LEGEND .24 .28 .32 ""' .37 "' .43 -.49 -.55 -.6-4 NOl rated or not avaiabM Soil Rating Points II .02 c .OS [J .10 [J .15 [J . 17 [J .20 [J .24 [J .28 D .32 [J • 37 IJ .43 • .49 • .55 • .64 [] Not rated or no\ availatH water Features Streams 1nd C.nals Transportation +++ Rds -lntmtote Highways -US Routes Major Roods Local Roads Background • Aerial Photography Web Soil Survey National Cooperative Soil Survey MAP INFORMATION The soi surveys that comprise your AOI were mapped at 1:24,000. Warning· So•l Map may not be vaUd at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of oontraSIJng soils that could have been shown at a mora detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map Natural ReSOU"ces Conservation Service Web Sool SUNey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Men:ator (EPSG:3857) Maps from the Web Soil SLOVay are based on the Web Mercator projectoon, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Alben! equal-area oonic projection, should be used if more acan!e calculations of distance or area are required . This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil SLIVey Area: San Diego County Area, Califomoa Survey Area Data: Version 8, Sep 17, 2014 Soil map unks are labeled (as space allows) for map scales 1:50,000 01" larger . Dale(s)aerial images were photographed: Nov 3, 2014--Nov 22,2014 The or111ophoto or other base map on which lha soil lines were compiled and digkized probably differs from the background image<y dosplayed on these maps. As a resutt, some minor shifting of map unot boundaries may be evident 812312015 Page 2 of 4 K Factor, Whole Soil-San Diego County Area, California K Factor, Whole Soil K Factor, Whole Soil-Summary by Map Unit-San Diego County Area, California (CA638) Map unit symbol Map unit name Rating Acres inAOI Percent of AOI CbB Carlsbad gravelly loamy · .05 34.1 12.3% sand, 2 to 5 percent 1 I G •• ------..... 1 ~~;i;:::~:= 3, _______ l___ --0.8 --------o~i%- ------------------------------------------- Lee Las Flores loamy fine .17 5.3 1. 9% I sand, 2 to 9 percent slopes r--------1---------j----------l----------------------------, LeE Las Flores loamy fine .28 14.7 5.3% I sand, 15 to 30 percent slopes I LeE2 Las Flores loamy fine .28 78.5 28.3ofo I sand, 15 to 30 percent 1 ' slopes, er oded 1 ~----------------------------------------------r-------------,-------------1 MIC Marina loamy coarse .24 104.7 37.7% I slopes I sand, 2 to 9 percent ~~ I SeA ____________ Salinas cl~y, 0 t~Z---.20--------------------------21~9----------------7.9% I percent slopes ' 1::~ -~-~-~-----::?~;:;~.·,., -:;~~~------1 ----~~-'~l-~~--~=~;~l ~sforAreaoflnterest L---277.5~~--100.0% Description Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE} and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. "Erosion factor Kw (whole soil)" indicates the erodibility ofthe whole soil. The estimates are modified by the presence of rock fragments. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified USDA Natural Resources O<liiii Conservation Service Web Soil Sutvey National Cooperative Soil Survey 8/23/2015 Page 3 of4 K Factor, Whole Soil-San Diego County hea, California Tie-break Rule: Higher Layer Options (Horizon Aggregation Method): Surface Layer (Not applicable) USDA Natural Resources ~ Conservation Service Web Soil Survey National Cooperative Soil Survey 8/23/2015 Page 4 of4 I I~ ~-- 1 ~ ~ ~ ! ~ ~ i 15 i. GRADING NOTES (IN ADDillON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. lHIS PLAN SUPERSEDES All OTHER PLANS PRECIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THE SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUmN OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERON AS THEY MAY PERTAIN TO lHIS PROJECT. lHE ENGINEER IN RESPONSIBLE CHARGE SHAll REV1SE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CDNSTRUC110N. All PLAN REV1SIONS SHALL BE PROMPTLY SUBMITTED TO lHE CITY ENGINEER FOR APPROVAL 4.A RIGHT-OF-WAY REMIT FORM lHE CITY ENGINEER \11ll BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER'llflCATED OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,DOO.OO FOR EACH OCCURRENCE OF LIABILITY. JHE INSURANCE COMPANY 1\!liTING !HE POLICY MUST HAVE A RATING OF "&=.m AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED By ~ KEY RA]N-G GUIDE 5. UNLESS EKEMPTED BY SECTION 301.(B)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UN11L All PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UN'lll lHE PROPERTY OWNER'S PERMISSION HAD BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. NO REV1SIDNS \11LL BE MADE TO THESES PLANS \11THOUT THE WRiffiN APPROVAL OF THE CITY ENGINEER, NOTED \\llHIN THE REV1SION BLOCK, ON THE APPROPRIATE SHEET OF lHE PLANS AND THE TITLE SHEET. - 9. ORIGINAL DRA\11NGS SHAll BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. lHE ORIGINAL ORA\\INGS HALL RE REV1SED TO REFLECT AS-BUILT CONDITIONS BY lHE ENGINEER-OF-WORK PRIOR TO flNAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE \\ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMiffiD BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FILED OF APPLIED SOILS MECHANICS. THE SOILS REPORT \11LL BE SUBMITTED TO lHE CITY ENGINEERING INSPECTOR \11THIN 11WD WORKING DAYS OF lHE COMPLETION OF FILED TESTS. 13. A SOILS CDMPAC11DN REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECDMMENDA TIDNS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO lHE ISSUANCE OF A BUILDING PERMIT. All CDN'llROLLED GRADING SHAll BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE flLED OF APPLIED SOILS MECHANICS. ALL FILL DR FUTURE flll AREAS SHALL BE CONS11RUCTEO IN ACCORDANCE \11TH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND lHE 'EARTHWORK SPECiflCA]ON" ATTACHED TO lHE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS \11ll BE SUBMiffiD TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTIDN M~ETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE AffiNOED BY ALL REPRESENTA]VES RESPONSIBLE FOR CONSTRUC]QN INSPEC]DN SUPERVISION TES]NG AND AI I OTHER ASPECTS OF !HE WQRK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTIDN MEETING BY CAWNG INSPECTION LINE AT (760) 438-3B91 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. lHE CDN11RACTDR \11ll THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT \11LL BE PROV1DEO BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL !NSPEC]ON REQUESTS OJHER JHAN fOR PRECONSTRUCDON MEEJ]NG WI! I BE MADE BY CAl I lNG !HE ENGINEERING 24-HOUR INSPEC]ON REQUEST LINE AT {760) 43B-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: DO p.M. ON THE DAY BEFORE THE INSPEC]ON IS NEEDED. INSPEC]ONS \11Ll BE MADE lHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. \11ll BE SCHEDULED FOR 11WO FULL WORK DAYS LATER. 16. lHE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHAll DESIGIN, CONSTRUCT AND MAINTAIN All SAFETY DEV1CES, INCLUDING SHORING, AND SHAll BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFETY AND HEALTHY STANDARDS, LAWS AND REGULATIONS. 17. _THE CONTRACTOR SHAll CONFORM TO LABOR CODE SECTION 6705 BY SUBMimNG A DETAIL PLAN TO lHE CITY ENGINEER AND/OR CONCERNED AGENCY SH0\11NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROV1SIONS TO BE MADE OF WORKER PROTECTION FORM lHE HAZARD OF CAV1NG GROUND DURING lHE EXCAVA11DN OF SUCH 11RENCH OR DURING THE PIPE INSTALLATION THEREIN. lHIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY lHE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. lf....ll:IE.... VARIES FOR THE SHORING SYSTEM STANDARDS ESTABI !SHED BU JHE CONSTRUCTION SAFETY ORDERS ]TUE B CALIFORNIA ADMINISTRA]VE CODE. THE PLAN SHAll BE PREPARED BY A REGISTERED ENGINEER AT ]HE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO lHE INSPECTOR PRIOR TO EXCAVATION. 1B. NO BLASTING SHAll BE PREFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATlON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING Of BLASTING OPERATIONS 19. IN ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \11THIN ANY WORK AREA DURING CONS11RUCTION, OPERATION \11LL CEASE IMMEDIATELY, AND THE PERMiffiE \11LL NOTIFY THE CITY ENGINEER. OPERA11DNS \11ll NOT RESTART UNTIL THE PERMiffiE HAS RECEIVED WRiffiN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. All OPERATIONS CONDUCTED ON THE SITE DR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 11RUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHAll BE LIMITED TO THE PERIOD BE11WEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERAmNS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. All OFF-SITE HAUL ROUTS SHALL BE SUBMiffiO BY lHE CONTRACTOR TO THE CITY ENGINEERING FOR APPROVAL 11WO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FORM, AND WASTE MATERIAL SHAll BE DEPOSITED AT, A SITE APPROVED BUT lHE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN DEBRIS OR DAMAGE OCCURRING AI QNG JHE HAUl Rouru OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA]ON 23. BRUSH SHALL BE REMOVED ONLY \11THIN lHE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIRCAll Y NOTED ON THE PLAN. 24. All AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL]NG IN THE PONDING OF WATER IS NOT PERMiffiO. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CDN11ROL PLANS. EROSION CONTROL SHALL BE AS SHD\11N AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. All SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SEC]ON. lHE SITE SHALL BE LEFT IN A NEAT AND DRDERL Y CONDITION. All STONES, ROOTS DR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. All SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEOEO \\ITHIN TEN (10) DAYS OF lHE TIME WHEN EAldi SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. THE OWNER/ APPLICANT SHALL INSURE THAT ALL CONS11RICTORS SHAll COORDINATE lHE WORK OF THESE GRADING PLANS \liTH THAT SHOWN OF BOTH THE LANDSCAPE AND IRRIGATION PLANS AND lHE IMPROVEMENT PLANS AS REQUIRED FOR lHIS WORK IN ACCORDANCE \liTH THE LANDSCAPE MANUAL 'liME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT DT THE GRADING OPERATION, IT SHAll BE REMOVED \\ITHIN TWENTY FEET OF BUILDING DR STREET AREAS AND REPLACED \11TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE \11ll BE PLUGGED \11TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. lHE CONTRACTOR SHAll VERIFY THE LOCATION OF All EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) \11THIN THE PROJECT SITE SUFFICIENTLY AIHEAD OF GRADING TO PERMIT THE REV1SIDN OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT \liTH lHE PROPOSED WORK. 31. lHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR lHEIR FACILITIES AND SHAll COORDINATED lHE WORK \11TH A COMPANY REPRESENTATIVE. UNDERGROUND SERV1CE ALERT (BOD) 422-4133 SDG&E (800)660-7343 PACiflC BELL (BOD) 895-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) BD6-9BD9 CITY OF CARLSBAD (STREETS & STORM DRAIN)(760} 434-2980 'CITY OF CARLSBAD (SE\11ER, WATER & RECLAIMED WATER)(76D} 43B-2722 'SAN DIEGUITO WATER DISTRICT (760) 633-2650 •LEUCADIA WASTEWATER DIS11RICT (760) 753-0155 'VALLECITOS WATER DIS'llRICT (760) 744-0460 'OLIVENHAIN WATER DIS'llRICT (760) 753-6466 •BUENA SANITATION DISRICT (760) 726-1340 •AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: a. FOR CONTROLLED GRADING -lHE APPLICANT HIRES A CIV1L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADV1CE OBSERVE AND CONTROL THE WORK I PROGRESS [15.16.120 A.8} CARLSBAD MUNICIPAL CODE. b. PRIOR TO RNAL APPROVAl OF GRADING PERMIT -THE FOLL0\11NG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER V1A THE PROJECT INSPECTOR [15.16.120 A.10} CARLSBAD MUNICIPAL CODE: a)FINAIL REPORT BY SUPERV1SING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGA TIDN ARE INSTAllED IN CONFORMANCE \11TH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LEmR FROM CITY ENGINEERING DEPARTMENT}. b)AS-BUILD GRADING PLAN. c) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC111ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF flELD AND LABORATORY TESTS. lHE REPORT SHAll ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE \11TH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERE TO. d)REPORT \liTH AS-BUILD GEOLOGIC PLAN, IF REQUIRED BY lHE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED \\llHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMiffiD FOR PLAN CHECK. PLANCHECK FEES \11ll BE REQUIRED FOR ANY SUCH RECHECK. 'OECLABA]ON OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM lHE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER lHE DESIGN OF THE PROJECT AS DEFINED IN SEC11DN 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT \11TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA\11NGS AND SPECIRCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. firm: ADDRESS: 23679 CALABASAS RO f995 CITY STATE: CALABASAS CA 91302 TELEPHONE· 310-59B-B157 by: DATE: 1/22D5 (NAME OF ENGINEER) R.C.S.NO.: 59497 REGIS11RATIDN EXPIRATION DATF: 12/31/15 OWNER'S CERTlRCATE I (WE) HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER DR GEOLOGIST HAS BEEN OR Will BE RETAINED TO SUPERV1SE OVER-ALL GRADING ACTIV1TY AND ADVISE ON lHE COMPAC110N AND STABILITY OF THIS SITE. (PRINT NAME BELOW LINE) DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN OF THESE PLANS WAS GENERATED BY RELD SURVEY METHODS FROM INFORMA110N GAlHEREO ON APRIL 29, 2015 BY STUART ENGINEERING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. pBO.JfCI I OCATION THIS PROJECT IS LOCATED \11THIN ASSESSORS PARCEL NUMBER(S) 211 100 09 00 EROSION CONJRO! NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALEX JESME AT 858-231-1316 2.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING THE RAINY SEASON. All NECESSARY MATERIALS SHAll BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS11RUCTION FO TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEV1CES SHOWN ON PLANS SHAll NOT BE MOVED OR MDDiflED \11THOUT lHE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESORT All EROSION CON11RDL DEV1CES TO WORKING ORDER TO lHE SATISFAC~DN OF THE CITY ENGINEER AffiR EACH RUN-OFF PRODUCING RAINFAll. 5. THE CONTACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MEY BE REQUIED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS FOR UNFORESSEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CON11RACTOR SHAll BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CON11ROL MEASURES PROV1DED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HERON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT lHE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE OEV1CES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE flVE (5} DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHAll BE BURLAP TYPE \liTH %INCH MINIMUM, AGGREGATE. 11. SHOULD GERMINATION F HYDRO SEEDED SLOPES FAIL TO PRDV1DE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAll BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE \11TH SECTION 35.023 OF lHE EROSION AND SEDIMENT CON11ROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CON11ROL PLANTING AND IRR!GA]ON All PERMANENT AND TEMPORARY EROSION CON11ROL PLANTING AND IRRIGA110N SHAll BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF lHE STANDARD SPECIFICATIONS AND THE FOLL0\11NG: A. HYDROSEEDING SHAll BE APPLIED TO: 1. All SLOPES lHAT ARE GRADED 6:1 (HORIZONTAL TO VER11CAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. All SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAT 6: 1 WHEN ANY OF THE FOLL0\11NG CDND111DNS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONS11RUCTION OR GENERAL LANDSCAPING) \11THIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY V1SIBLE TO lHE PUBLIC. c. HAVE ANY SPECIAL CONDITION INDENTifl£0 BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE \liTH THE FOLL0\11NG CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEEL IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRDV1DING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITA11DN SPRINKLER HEADS PROV1DING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY lHE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV1DE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECiflC REGARDING THE NUMBERS, TYPES AND COSTS FO lHE ELEMENTS FO lHE PROPOSED SYSTEM. 3.1RRIGATION SHAll MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRDSEEDED GROWTH. C. HYOROSEEDING MIX SHAll CONSIST OF ALL lHE FOLLO\\ING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER b. 20 LBS PER ACRE OF ZORRD FESCUE c. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 LBS PER ARCE OF ACHILLEA MILLEFOLIA e. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) f. l! L8 PER ARC£ OF DIMORPHDLECA g. ITEMS C,D,E AND F OF THIS SUBSEC'llON MAY BE OMiffiD ON LOCATIONS WHERE THE AREA BEING OYFROSEEDED IS NOT V1SIBLE FROM EITHER A PUBLIC S11REET OR RESIDENTIAL S11RUCTURES. h. ITEM A OF THIS SUBSECTION MUST BE INOCULATED \11TH A NITROGEN flXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYOROSEEDING. I. ALL SEED MATERIALS SHAll BE TRANSPORTED TO lHE JOBSITES IN UNOPENED CONTAINERS \11TH lHE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTiflCA]DN TAG ATTACHED TO, DR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC 111EmNG AGENTS MAY BE ADDED TO lHE HYOROSEEO SLURRY AT THE DISCRETION OF lHE CON11RACTOR. 2. TYPE 1 MULCH APPLIED AT lHE RATE FD NO LESS THAN 2000 LBS PER ARCE THYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL DR PARK, FOR HYDRAULICALLY APPLIED RBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO lHE SOIL 3.FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, \11TH 15% SULPHUR APPLIED AT THE RATE OF SOD LBS PER ARCH. D. AREAS TO BE HYOROSEEDEO SHALL BE PROPARED PRIOR TO HYOROSEEDING BY : 1. ROUGHENING lHE SURFACE TO BE PLANTED BY ANY DR A COMBINA110N OF: a. 11RACK WALKING SLOPED STEEPER lHAT 6: 1 b. HARRD\11NG AREAS 6: 1 FOR FlATTER THAT ARE SUFflCIENTL Y FRIABLE. c. RIPPING AREAS lHAT \11ll NOT BREAK UP USING ITEMS A OR B ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLAN]NG BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV1DE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROV1DED V1ABLE CONDITIONS FOR GROWTH. E. HYOROSEEDEO AREAS SHALL BE MAINTAINED TO PRDV1DE A V1GOROUS GROWTH UN]L THE PROJECT IS PERMANENTLY LANDSCAPED DR, FOR AREAS WHERE HYOROSEED!NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. GRADING NOTES: 1. GRADING SPOILS TO BE USED ON-SITE AT NINJAGD PROJECT DIRECTED BY LEGOLANO 2. LOCATE AND FIELD VERIFY ALL EXIS11NG UT1LI11ES. RAINY SEASON NOTES: AVOID RAINY PERIODS. SCHEDULE MAJOR GRADING OPERA]QNS DURING DRY MONTHS WHEN PRACTICAL ALLOW ENOUGH TIME BEFORE RAINFAll BEGINS TO STABILIZE lHE SOIL \111H VEGETA]QN DR PHYSICAL MEANS DR TO INSTALL SEDIMENT TRAPPING DEVICES. PLAN THE PROJECT AND DEVELOP A SCHEDULE SHD\11NG EACH PHASE OF CONSTRUC11DN. CILEARLY SHOW HOW THE RNNY SEASON RELATES TO SOIL DISTURBING AND RESTABILIZATION ACTI~11ES. INCORPORATE THE CDNS11RUCTION SCHEDULE INTO THE S\11PPP. INCLUDE ON THE SCHEDULE, DETAILS ON lHE RAINY SEASON IMPLEMENTATION AND DEPLOYMENT OF: -ERD~ON CONTROL BMPS -SEDIMENT CDN11RDL BMPS -TRACKING CONTROL BMPS -\11NO EROSION CON11ROL BMPS -NON-STORMWATER BMPS -WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS INCLUDE DATES FOR AC11V1TIES lHAT MAY REQUIRE NDN-STORMWATER DISCHARGES SUCH AS DEWATERING, SAWCUruNG, GRINDING, DRILLING, BORING, CRUSHING, BLAS]NG, PAINTING, HYDRO-DEMOLITION, MORTAR MIXING, PAVEMENT CLEANING, ETC. WORK OUT THE SEQUENCING AND ]METABLE FOR THE START AND COMPLETION OF EACH ITEM SUCH AS SITE CILEARING AND GRUBBING, GRADING, EXCAVATION, PAV1NG, FDUNDA110N POURING UTILITIES INSTALLATION, ETC., TO MINIMIZE THE ACTIVE CONS11RUCTIDN AREA DURING THE RAINY SEASON. -SEQUENCE 11RENCHING ACTIV1TIES SO THAT MOST OPEN PORTIONS ARE CLOSED BEFORE NEW TRENCHING BEGINS. -INCORPORATE STAGED SEEDING AND RE-VEGETA11DN OF GRADED SLOPES AS WORK PROGRESSES. -SCHEDULE ESTABLISHMENT OF PERMANENT 1£GETA110N DURING APPROPRIATE PLANTING ]ME FOR SPECIRED VEGETATION. NON-ACTIVE AREAS SHOULD BE STABILIZED AS SOON AS PRACTICAL AffiR THE CESSA]ON OF SOIL DISTURBING ACTIVITIES OR ONE DAY PRIOR TO THE ONSET OF PRECIPITATION. MONITOR THE WEATHER FORECAST FOR RAINFAlL WHEN RAINFALL IS PREDICTED, ADJUST THE CONSTRUC]QN SCHEDULE TO ALLOW lHE IMPLEMENTA]ON OF SOIL STABILIZATION AND SEDIMENT 11REATMENT CON11RDLS ON All DISTURBED AREAS PRIOR TO THE ONSET OF RNN. BE PREPARED YEAR ROUND TO DEPLOY EROSION CONTROL AND SEDIMENT CONTROL BMPS. EROSION MAY BE CAUSED DURING DRY SEASONS BY UN-SEASONAL RAINFALL, \11ND, AND VEHICLE 11RACKING. KEEP THE SITE STABILIZED YEAR ROUND, AND RETAIN AND MAINTAIN RAINY SEASON SEDIMENT TRAPPING DEVICES IN OPERATIONAL COND111DN. APPLY PERMANENT EROSION CONTROL TO AREAS DEEMED SUBSTANTIALLY COMPLETE DURING THE PROJECTS DEFINED SEEDING \IlNDOW. CONSTRUCTION THREAT STORM WATER QUALITY RATING: HIGH DESCRIPTION OF WORK: QUANITIES: 300 CY EXPORT AREA OF DISTURBANCE: 4,772 SF 0.11 AC SOIL TYPES: MARINA (MIC} & CARLSBAD (CbB) EMERGENCY CONTACT: CHRIS ROMERO LEGDLAND PHONE fl: QUALIFIED SWPPP DEVELOPER: PAUL J. HACUNDA, PE QSD CERTiflCATE No 20474 16 LAKERIDGE 11RABUCO CANYON. CA 92679 PHONE f1: 951-741-9783 ARCHITECTS EIIGINEERS PLANIIERS J.R. Miller & Associates 2700 Satum St Brea, CA 92821 tel.714.524.1870 fax.714.524.1875 WW\Y.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: Ill LEGOLAND C.AltFORNIA 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 J.RJfdler ar: Associates ahoU retain aU common = != 'fr:~~er~~~~tcluding ~rnent~ desi!lfll and ~peclriO'ltiomr. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 DAT_E __ CAD OWN AS NOTED sc~ JY CHK JRMA Project No. 4962 SHEET 1 of 3 lC) 0 C\J " C\J " 0 ...J ~ ~ r::c :J en w cc: 0 r::c ~ z 0 Ci5 > w cc: t; w a cc: a.. 0 CONSTRUCTION NOTES G) I STREET S\\EEPING AND VACUUMING PER CASQA SE-7 ® I STORM DRAIN 1Nl£T PROTECTION PER CASQA SE-10, TYPE 6 1- 1- I_ I ~ I, ' l __ l ~ I' I \ \\\\\~' ~~ ··~ '----" \ \~\11"' ~\\II• \\ I I •••• I ~ ·"II\ ,,,\1 TRlvl J&A ARCHITECTS ENGINEERS PLANNERS J.R. Miller & Associates 2700 Saturn St Brea, CA 92821 te1.714.524.1870 fax.714.524.1875 www.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: Ill LEGOLAND CALIFORNIA 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 J.IUiiller lk Associald l!lball retain aD tollliJ'IOn ::=~~~~~~~!!Including repmenteddesigMandspeclr!CO&ns. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 AS NOTED DATE SCALE: CAD JY OWN CHK JRMA Project No. 4962 SHEET 2 of3 LO 0 C\J r-..: C\J r-..: 0 ....J <( I= ~ Ill ::) (/) w a: 0 Ill ~ z 0 us > w a: 1-() w -, 0 a: a.. , !;:) t..J E~~ ('/.. 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Miller & Associates 2700 Saturn St Brea, CA92821 tel.714.524.1870 fax.714.524.1875 www.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 II ~oject Location J.R.lliller &: As9ocicrtea shQll retoin aU cammon i: ~= ~ ~uoo::etd~9indudin~ repmant~ designs!lnd~pecifiCCitions. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 ~ CAD DWN AS NOTED s~ JY CHK JRMA Project No. 4962 SHEET 3 of3 L() ,-0 C\J r-..: C\J r-..: 0 ~ ~ IJJ ::> en w a: 0 IJJ ~ z 0 U5 > w a: t; w ~ a. 8 "' 0 "' 5 "' 0 t:! g a. GRADING NOTES (IN ADDITION TO TI-lE REQUIREMENTS OF CHAPTER 15.16 OF TI-lE CARLSBAD MUNICIPAL CODE.) 1. TI-llS PLAN SUPERSEDES ALL OTI-/ER PLANS PRECIOUSLY APPROVED BY TI-lE CiTY OF CARLSBAD REGARDING GRADING SHOWN ON TI-lE SET OF PLANS. 2. APPROVAL OF TI-llS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TI-lE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTI-/ER ADDITIONAL DOCUMENTS LISTIED HERON AS THEY MAY PERTAIN TO TI-llS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE TI-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TI-lE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR TI-lE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTIED TO TI-lE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY REMIT FORM TI-lE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TI-lE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICA nED OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT BE FILlED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TI-lE PERMITEE'S POLICY IN TI-lE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING TI-lE POLICY MUST HAVE A RATING OF "A "OR BETnER AND A SIZE CATEGORY OF CLASS V OR BEITER AS ESTABLISHED BY "BESTS~ KEY RATING GUIDE. 5. UNLESS EXEMPTIED BY SECTION 301.(B)5 OF TI-lE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TI-lE BUILIDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TI-lE CITY AND OTI-IER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTI-/ORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAD BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO TI-IESES PLANS WITI-/OUT THE WIRITTIEN APPROVAL OF TI-lE CITY ENGINEER, NOTIED WITI-/IN TI-lE REVISION BLOCK, ON TI-lE APPROPRIATIE SHEET OF TI-lE PLANS AND TI-lE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TI-lE PROPERTY OF TI-lE CITY UPON BEING SIGNED BY TI-lE CITY ENGINEER. 10. TI-lE ORIGINAL DRAWINGS HALL RE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TI-lE WORK BY TI-lE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TI-lE PROJECT SinE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITIED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FILlED OF APPLIED SOILS MECHANICS. TI-lE SOILS REPORT WILL BE SUBMITTIED TO TI-lE CITY ENGINEERING INSPECTOR WI TI-l IN TWO WORKING DAYS OF TI-lE COMPLETION OF FILED nESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTILINED IN TI-lE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TI-lE DIRECilON OF A PROFIESSIONAL ENGINEER OF TI-lE STA TIE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN TI-lE FILlED OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TI-lE CITY OF CARLSBAD STANDARD SPECIFICAilONS AND THE "EARTI-/WORK SPECIFICATION" ATIACHED TO TI-lE PRELIMINARY SOILS INVESTIGAilON. DAILY FIELD COMPACilON REPORTS WILL BE SUBMITTIED TO TI-lE PROJECT INSPECTOR. 14. A PRECONSTRUCilON MEETING SHALL BE HELlO AT THE SinE PRIOR TO TI-lE BEGINNING OF WORK AND SHALL BE AmENDED BY ALL REPRESENTAilVES RESPONSIBLE FOR CONSTRUCTION, INSPECilON, SUPERVISION. TESilNG AND ALL OTI-IER ASPECTS OF TI-lE WORK. TI-lE CONTRACTOR SHALL REQUEST A PRECONSTRUCilON MEEilNG BY CALLING INSPECilON LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARilNG CONSTRUCilON. TI-lE CONTRACTOR WILL TI-l EN BE CONTACTIED BY TI-lE PROJECT INSPECTOR TO COORDINA TIE A DATE AND TIME FOR TI-lE PRECONSTRUCilON MEEilNG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY TI-lE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTI-/ER THAN FOR PRECONSTRUCilON MEEilNG WILL BE MADE BY CALLING TI-lE ENGINEERING 24-HOUR INSPECilON REQUEST LINE AT (760) 438-3891. INSPECilON REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TI-lE DAY BEFORE TI-lE INSPECTION IS NEEDED. INSPECilONS WILL BE MADE TI-lE NEXT WORK DAY UNLESS YOU REQUEST OTI-IERWISE. REQUESTS MADE AFTIER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TIER. 16. THE OWNER AND /OR APPLICANT TI-l ROUGH TI-lE DEVELOPER AND /OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLIEL Y RESPONSIBLIE FOR CONFORMING TO ALL LOCAL, STA TIE AND FEDERAL SAFETY AND HEAL TI-/Y STANDARDS, LAWS AND REGULATIONS. 17. _TI-lE CONTRACTOR SHAUL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND /OR CONCERNED AGENCY SHOWING TI-lE DESIGN OF SHORING, BRACING SLOPING OR OTI-IER PROVISIONS TO BE MADE OF WORKER PROTECilON FORM TI-lE HAZARD OF CAVING GROUND DURING TI-lE EXCAVATION OF SUCH TRENCH OR DURING TI-lE PIPE INSTALLATION TI-IEREIN. TI-llS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTI-1 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TI-lE PLAN VARIES FOR TI-lE SHORING SYSTEM STANDARDS ESTABLISHED BU THE CONSTRUCilON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRAilVE CODE. TI-lE PLAN SHALL BE PREPARED BY A REGISJERED ENGINEER AT TI-lE CONTRACTORS EXPENSE. A COPY OF TI-lE OSHA EXCAVAilON PERMIT MUST BE SUBMITTIED TO THE INSPECTOR PRIOR TO EXCAVAilON. 18. NO BLASilNG SHALL BE PREFORMED UNTIL A VALID BLASilNG PERMIT HAS BEEN OBTAINED FROM TI-lE CITY OF CARLSBAD. SUBMIT APPLICA ilON FOR BLASilNG PERMIT WIELL IN ADVANCE OF TI-lE SCHEDULING OF BLASilNG OPERATIONS 19. IN ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITI-IIN ANY WORK AREA DURING CONSTRUCilON, OPERA ilON WILL CEASE IMMEDIATELY, AND TI-lE PERMITTIEE WILL NOilFY THE CITY ENGINEER. OPERA ilONS WILL NOT RESTART UN ilL TI-lE PERMITTIEE HAS RECEIVED WRITTIEN AUTHORITY FROM TI-lE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TI-lE SITE OR ADJACENT TI-IERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTI-IMOVING EQUIPMENT, CONSTRUCilON EQUIPMENT AND ANY OTI-IER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITIED TO TI-lE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY TI-IRU FRIDAY AND NO EARTI-/MOVING OR GRADING OPERA ilONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TI-lE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SinE HAUL ROUTS SHALL BE SUBMITTIED BY TI-lE CONTRACTOR TO THE CITY ENGINEERING FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATIERIAL SHALL BE OBTAINED FORM, AND WASTIE MATIERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BUT TI-lE CITY ENGINEER. TI-lE CONTRACTOR SHALL BE RESPONSIBLE FOR AN DEBRIS OR DAMAGE OCCURRING ALONG TI-lE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TI-lE GRADING OPERA ilON. 23. BRUSH SHALL BE REMOVED ONLY WI TI-l IN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTIED ON TI-lE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTIED. ALL EARTI-/EN SWALIES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. TI-IESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY TI-lE CITY ENGINEER OR AS DIRECnED BY TI-lE PROJECT INSPECTOR. 26. ALIL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECilON. TI-lE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTI-IER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY TI-lE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATIED, STABILIZED, PLANnED AND/OR HYDROSEEDED WITI-/IN TIEN (10) DAYS OF TI-lE ilME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TI-lE APPROVED GRADING PLANS. 28. TI-lE OWNER/APPLICANT SHALL INSURE TI-IAT ALL CONSTRICTORS SHALL COORDINATE TI-lE WORK OF TI-l ESE GRADING PLANS WI TI-l TI-l AT SHOWN OF BOTI-1 TI-lE LANDSCAPE AND IRRIGATION PLANS AND TI-lE IMPROVEMENT PLANS AS REQUIRED FOR TI-llS WORK IN ACCORDANCE WITI-1 TI-lE LANDSCAPE MANUAL ilME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OT TI-lE GRADING OPERAilON, IT SHALL BE REMOVED WITI-IIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITI-1 PROPERLY COMPACTED SOILS. IN OTI-IER AREAS TI-lE PIPE WILIL BE PLUGGED WITI-1 CONCRETIE OR REMOVED AS APPROVED BY TI-lE CITY ENGINEER. 30. TI-lE CONTRACTOR SHALL VERIFY TI-lE LOCATION OF ALL EXISilNG FACILiilES (ABOVE GROUND AND UNDER GROUND) WITI-IIN TI-lE PROJECT SinE SUFFICIENTIL Y AHEAD OF GRADING TO PERMIT TI-lE REVISION OF TI-lE GRADING PLANS IF IT IS FOUND THAT TI-lE ACTUAL LOCAilONS ARE IN CONFLICT WITI-1 TI-lE PROPOSED WORK. 31. TI-lE CONTRACTOR SHALL NOilFY AFFECTIED UilLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TI-IEIR FACILITIES AND SHALL COORDINATIED TI-lE WORK WITI-1 A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800)660-7343 PACIFIC BELL (800) 895-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICAilONS (760) 806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN)(760) 434-2980 *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 *SAN DIEGUITO WAnER DISTRICT (760) 633-2650 *LEUCADIA WASTEWATIER DISTRICT (760) 753-0155 *VALLECITOS WAnER DISTRICT (760) 744-0460 *OLIVENHAIN WATER DISTRICT (760) 753-6466 *BUENA SANITATION DISRICT (760) 726-1340 *AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: a. FOR CONTROLLED GRADING TI-lE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE OBSERVE AND CONTROL TI-lE WORK I PROGRESS !15.16.120 A.8j CARLSBAD MUNICIPAL CODE. b. PRIOR TO FINAL APPROVAL OF GRADING PERMIT -TI-lE FOLLOWING REPORTS MUST BE SUBMITTIED TO TI-lE CITY ENGINEER VIA TI-lE PROJECT INSPECTOR !15.16.120 A.10j CARLSBAD MUNICIPAL CODE: a)FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETIE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITI-1 CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETnER FROM CITY ENGINEERING DEPARTMENT). b)AS-BUILD GRADING PLAN. c) REPORT FROM TI-lE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACiilES, A STATEMENT AS TO TI-lE EXPANSIVE QUALITY OF TI-lE SOIL, AND SUMMARIES OF FIELID AND LABOR A TORY TESTS. TI-lE REPORT SHAUL ALSO INCLUDE A STATEMENT BY TI-lE SOILS ENGINEER TI-IAT TI-lE GRADING WAS DONE IN ACCORDANCE WITH TI-lE REQUIREMENTS AND RECOMMENDATIONS OUTILINED IN TI-lE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERE TO. d) REPORT WI TI-l AS-BUILD GEOLOGIC PLAN, IF REQUIRED BY TI-lE CITY. 34. UNLESS A GRADING PERMIT FOR TI-llS PROJECT IS ISSUED WITI-IIN ONE (1) YEAR AFTER TI-lE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTIED FOR PLAN CHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 'VECLARA ilON OF RESPONSIBLIE CHARGE" I HEREBY DECLARE THAT I AM TI-lE ENGINEER OF WORK FOR TI-llS PROJECT, TI-IAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TI-lE DESIGN OF TI-lE PROJECT AS DEFINED IN SECTION 6703 OF TI-lE BUSINESS AND PROFIESSIONS CODE, AND TI-IAT TI-lE DESIGN IS CONSISTIENT WITI-1 CURRENT STANDARDS. I UNDERSTAND THAT TI-lE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TI-lE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILiilES FOR PROJECT DESIGN. firm: ADDRESS: 23679 CALABASAS RD /1995, CITY STATE: CALABASAS CA 91302 TIELIEPHONE: 310 598 8157 by: DA TIE: 1/22/15 (NAME OF ENGINEER) R.C.S.NO.: 59497 REGISTRA ilON EXPIRA ilON DA TIE: 12/31/15 OWNER'S CERilFICA TE I (WE) HERBY CERTIFY TI-IAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TI-lE COMPACTION AND STABILITY OF THIS SinE. (PRINT NAME BELOW LINE) DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN OF THESE PLANS WAS GENERA TIED BY FIELD SURVEY METHODS FROM INFORMATION GATI-/ERED ON APRIL 29, 2015 BY STUART ENGINEERING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION TI-llS PROJECT IS LOCATIED WITHIN ASSESSORS PARCEL NUMBER(S) 211-100-09-00 EROSION CONTROL NOTES 1.1N CASE EMERGENCY WORK IS REQUIRED, CONTACT ALEX JESME AT 858-231-1316 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL ilMES DURING TI-lE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCilON FO TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITI-IOUT TI-lE APPROVAL OF THE ENGINEERING INSPECTOR. 4. TI-lE CONTRACTOR SHALL RESORT ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA TISF ACilON OF TI-lE CITY ENGINEER AFTIER EACH RUN-OFF PRODUCING RAINFALL. 5. TI-lE CONTACTOR SHALL INSTALL ADDiilONAL EROSION CONTROL MEASURES AS MEY BE REQUIED BY TI-lE CITY ENGINEER DUE TO UNCOMPLIETIED GRADING OPERAilONS FOR UNFORESSEN CIRCUMSTANCES WHICH MAY ARISE. 6. TI-lE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUilONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TIE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TI-lE APPROVED GRADING PLAN SHALL BE IN CORPORA TIED HERON. 8. GRADED AREAS AROUND TI-lE PROJECT PERIMETER MUST DRAIN AWAY FROM TI-lE FACE OF SLOPE AT TI-lE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECilVE DEVICES SHOWN SHALL BE IN PLACE AT TI-lE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AffiR EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITI-1 %INCH MINIMUM, AGGREGATE. 11. SHOULD GERMINAilON F HYDRO SEEDED SLOPES FAIL TO PROVIDE EFFECilVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TI-lE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALILED IN ACCORDANCE WITI-1 SECilON 35.023 OF TI-lE EROSION AND SEDIMENT CONTROL HANDBOOK OF TI-lE DEPARTMENT OF CONSERVAilON, STATIE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGA ilON ALL PERMANENT AND TIEMPORARY EROSION CONTROL PLANTING AND IRRIGA ilON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECilON 212 OF TI-lE STANDARD SPECIFICAilONS AND TI-lE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES TI-/AT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. TI-IREE FlEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FlEET OR MORE IN HEIGHT. 2. AREAS GRADED FLA TnER TI-l AT 6: 1 WHEN ANY OF TI-lE FOLLOWING CONDiilONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCilON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b.IDENilFIED BY TI-lE PARKS AND RECREAilON DIRECTOR AS HIGHLY VISIBLE TO TI-lE PUBLIC. c. HAVE ANY SPECIAL CONDITION INDENilFIED BY THE CITY ENGINEER TI-IAT WARRANTS IMMEDIAilE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGAilED IN ACCORDANCE WITI-1 TI-lE FOLLOWING CRITERIA: 1. ALL SLOPES TI-/AT ARE GRADED 6:1 OR STIEEPER AND TI-IAT ARE: a. TI-IREE TO EIGHT FEEL IN HEIGHT SHALL BE IRRIGA TIED BY HAND WA TIERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENilONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER TI-l AN 8 FEET IN HEIGHT SHALL BE WA TIERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITAilON SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGA TIED AS APPROVED BY TI-lE CITY ENGINEER, PRIOR TO HYDROSEEDING. TI-lE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO TI-lE CITY ENGINEER. TI-lE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS FO TI-lE ELEMENTS FO TI-lE PROPOSED SYSTEM. 3.1RRIGATION SHALL MAINTAIN TI-lE MOISTURE LEVEL OF TI-lE SOIL AT TI-lE OPilMUM LEVEL FOR TI-lE GROWTI-1 OF THE HYDROSEEDED GROWTI-1. C. HYDROSEEDING MIX SHALL CONSIST OF ALL TI-lE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER b.20 LBS PER ACRE OF ZORRO FESCUE c. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 LBS PER ARCE OF ACHILLEA MILLEFOLIA e. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) f. ]!,; LB PER ARCE OF DIMORPHOLECA g. ITEMS C,D,E AND F OF TI-llS SUBSECilON MAY BE OMITTIED ON LOCATIONS WHERE TI-lE AREA BEING DYFROSEEDED IS NOT VISIBLIE FROM EITI-IER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITIEM A OF TI-llS SUBSECilON MUST BE INOCULA nED WI TI-l A NITROGEN FIXING BACTERIA AND APPLIED DRY EITI-IER BY DRILILING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO TI-lE JOBSITES IN UNOPENED CONTAINERS WITI-1 TI-lE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERilFICATION TAG ATIACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TI-lE HYDROSEED SLURRY AT TI-lE DISCRETION OF TI-lE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATIE FO NO LIESS TI-IAN 2000 LBS PER ARCE TI-IYPE 6 MULCH (STRAW) MAY BE SUBSilTUTIED, ALL OR PARK, FOR HYDRAULICALLY APPLIED FIBER MA TIERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TI-lE SLOPE BY MECHANICALLY PUNCHING NO LESS TI-l AN 50% OF TI-lE STRAW INTO TI-lE SOIL. 3. FERilLIZER CONSISilNG OF AMMONIUM PHOSPHA TIE SULIF A TIE, 16-20-0, WI TI-l 15% SULPHUR APPLIED AT TI-lE RA TIE OF 500 LBS PER ARCH. D. AREAS TO BE HYDROSEEDED SHALL BE PROPARED PRIOR TO HYDROSEEDING BY : 1. ROUGHENING TI-lE SURFACE TO BE PLANTED BY ANY OR A COMBINAilON OF: a. TRACK WALKING SLOPED STEEPER TI-IAT 6:1 b. HARROWING AREAS 6:1 FOR FLA TnER TI-l AT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS TI-IA T WILL NOT BREAK UP USING ITIEMS A OR B ABOVE. 2. CONDITIONING THE SOILS SO TI-IAT IT IS SUITABLIE FOR PLANTING BY: a. ADJUSTING TI-lE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TIED SEED BED. b. TI-lE ADDiilON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDiilONS FOR GROWTI-1. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTI-1 UNilL TI-lE PROJECT IS PERMANENTILY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS TI-lE PERMANENT LANDSCAPING, UNilL TI-lE PROJECT IS COMPLETIED AND ALL BONDS RELIEASED. GRADING NOTES: 1. GRADING SPOILS TO BE USED ON-SinE AT NINJAGO PROJECT DIRECTIED BY LEGOLAND 2. LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES. RAINY SEASON NOTES: • AVOID RAINY PERIODS. SCHEDULE MAJOR GRADING OPERAilONS • DURING DRY MONTI-IS WHEN PRACTICAL. ALILOW ENOUGH TIME • BEFORE RAINFALL BEGINS TO STABILIZE TI-lE SOIL WITI-1 VEGETATION OR PHYSICAL MEANS OR TO INSTALL SEDIMENT TRAPPING DEVICES. • PLAN TI-lE PROJECT AND DEVELOP A SCHEDULE SHOWING EACH PHASE • OF CONSTRUCilON. CLIEARL Y SHOW HOW TI-lE RAINY SEASON RELA TIES TO SOIL DISTURBING AND RESTABILIZAilON ACilVITIES. INCORPORATIE TI-lE CONSTRUCTION SCHEDULE INTO TI-lE SWPPP. • INCLUDE ON TI-lE SCHEDULIE, DETAILS ON TI-lE RAINY SEASON IMPLIEMENTAilON AND DEPLOYMENT OF: -EROSION CONTROL BMPS -SEDIMENT CONTROL BMPS -TIRACKING CONTROL BMPS -WIND EROSION CONTROL BMPS -NON-STORMWAilER BMPS -WASTE MANAGEMENT AND MATERIALS POLLUilON CONTROL BMPS • INCLUDE DAnES FOR ACilVITIES TI-IAT MAY REQUIRE NON-STORMWATIER DISCHARGES SUCH AS DEWATERING, SAWCUTilNG, GRINDING, DRILLING, BORING, CRUSHING, BLASilNG, PAINilNG, HYDRO-DEMOUilON, MORTAR MIXING, PAVEMENT CLEANING, ETC. • WORK OUT TI-lE SEQUENCING AND ilMETABLE FOR THE START AND COMPLIETION OF EACH ITIEM SUCH AS SITE CLEARING AND GRUBBING, GRADING, EXCAVATION, PAVING, FOUNDATION POURING UilLiilES INSTALLAilON, ETC., TO MINIMIZE THE ACTIVE CONSTRUCilON AREA DURING TI-lE RAINY SEASON. -SEQUENCE TRENCHING ACTIVITIES SO TI-l AT MOST OPEN PORilONS ARE CLOSED BEFORE NEW TRENCHING BEGINS. -INCORPORATE STAGED SEEDING AND RE-VEGETAilON OF GRADED SLOPES AS WORK PROGRESSES. -SCHEDULE ESTABLISHMENT OF PERMANENT VEGETAilON DURING APPROPRIATE PLANilNG ilME FOR SPECIFIED VEGETAilON. • NON-ACTIVE AREAS SHOULD BE STABILIZED AS SOON AS PRACilCAL AFTER TI-lE CESSA ilON OF SOIL DISTURBING ACilVITIES OR ONE DAY PRIOR TO TI-lE ONSET OF PRECIPITATION. • MONITOR THE WEATHER FORECAST FOR RAINFALL.. • WHEN RAINFALL IS PREDICTED, ADJUST TI-lE CONSTRUCTION SCHEDULE TO ALLOW TI-lE IMPLEMENT A ilON OF • SOIL STABILIZA ilON AND SEDIMENT TREATMENT CONTROLS ON ALL DISTURBED AREAS PRIOR TO TI-lE ONSET OF RAIN. • BE PREPARED YEAR ROUND TO DEPLOY EROSION CONTROL AND SEDIMENT CONTROL BMPS. EROSION MAY BE CAUSED DURING DRY SEASONS BY UN-SEASONAL RAINFALL, WIND. AND VEHICLE TRACKING. KEEP TI-lE SITE STABILIZED YEAR ROUND, AND RETAIN AND MAINTAIN RAINY SEASON SEDIMENT TRAPPING DEVICES IN OPERA ilONAL CONDiilON. • APPLY PERMANENT EROSION CONTROL TO AREAS DEEMED SUBSTANilALL Y COMPLETE DURING TI-lE PROJECTS DEFINED SEEDING WINDOW. CONSTRUCTION THREAT STORM WATER QUALITY RATING: HIGH DESCRIPTION OF WORK: QUANiilES: 300 CY EXPORT AREA OF DISTURBANCE: 4, 772 SF 0.11 AC SOIL TYPES: MARINA (MIC) & CARLSBAD (CbB) EMERGENCY CONTACT: CHRIS ROMERO LIEGOLAND PHONE #: QUALIFIED SWPPP DEVELOPER: PAUL J. HACUNDA, PE QSD CERilFICATIE No 20474 16 LAKERIDGE TRABUCO CANYON. CA 92679 PHONE #: 951-741-9783 o. 41627 ·fti * E p. 12/31/15 * 0~-----------------------------------------------------------------------------------------------------------------------------------------L----------~ ARCHITECTS ENGINEERS PLANNERS J.R. Miller & Associates 2700 Saturn St Brea, CA 92821 tel.714.524.1870 fax.714.524.1875 www.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 J.R.MD!er & Associates shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and s~cifications. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 AS NOTED SCALE: DATE OWN CAD JY CHK JRMA Project No. 4962 SHEET 1 of 3 .....1 ~ f- ::2: Ill ::J U) w 0:: 0 Ill z 0 U) > w 0:: f- 0 w --, 0 0:: 0.. E 10693.9645 THE LAGOON --------------------- D SERVICE AND ADMINISTRATION = --------------------~------ C CONSTRUCTION NOTES 0 STREET SWEEPING AND VACUUMING PER CASQA SE -7 ® STORM DRAIN INLET PROTECTION PER CASQA SE -10, TYPE 6 N ,,\\\\~ ~ ARCHITECTS ENGINEERS PLANNERS J.R. Miller & Associates 2700 Saturn St Brea, CA 92821 tel.714.524.1870 fax.714.524.1875 www.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 J.R.Mi!ler & Associates shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 AS NOTED DATE SCALE: CAD JY OWN CHK JRMA Project No. 4962 SHEET 2 of 3 -------- - ---- T""" 0 C\1 t- C\1 . t-o ....J <( [::: ~ (l) :J U) w a: 0 co z 0 U) > w a: I- 0 w -, 0 a: 0... \\ " I I II i: :1 ,, ,'! \ \ ,---1;--I V._t I ¥f8');::;/ / I ~a ~i ' I I I I I I \ \ ' \ \ "' \ -c~ \ \ I I \ \ \ C'' I +' ""' \ \ 1\ I \ \ / \/ __..-1 _.-I EX SD ---c-v /~\ LI\SD~ EX E ' I EX E EX _ t:X --v :..A C.. -- EX E 4::. ,L ;;;F .J< .W 0+00 ---as EX E -- c::x ::: -- X ------================== ~-===========-] 1- '-----~~ I --------------·--------·~------- ---------------------- "-------------------------- -------------------- ------ --- ,_,_ --------------------------------------- EX \v' -------:::xu---EX \.J ---EX 1·/ ---E)( \.J ---EX\.;'--- --- AREA ---I ===c~ ----~~"" -=~~ 0 ... :·-.. 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'.'I i , ' j ' ' EX 'v/ ---EX V ---EX E)(\;./---EX··~/---::::x \·./ ---:::::< \/---C::>( \·/ ---EX ---------------------------------------- EX SS ---Ex ss---EX SS ---EX SS ---Ex ss---':X SS ---EX SS --- ------------------------- ::x ss ---EX SS ---EX SS ---EX SS ---c:x ss ---EX SS --- .1"\~l ={I l_=2_j1 SCALE: 1"=10' 0 5' I 10' [] CONSTRUCTION NOTES HYDRO SEEDING PER CASQA EC-4 FIBER ROLLS PER CASQA SE -5 GRAVEL BAG BERM PER CASQA SE-6 STREET SWEEPING AND VACUUMING PER CASQA SE-7 STORM DRAIN INLET PROTECTION PER CASQA SE-10, TYPE 6 PA \i1NG AND GRADING OPERATIONS PER CASQA NS-13 CONCRETE CURING PER CASQA NS-12 CONCRETE FINISHING PER CASQA NS-13 MATERIAL DELIVERY AND STORAGE PER CASQA WM-1 SOLID WASTE MANAGEMENT PER CASQA WM-5 @ CONCRETE WASTE MANAGEMENT PER CSQA WM-8 @2 SANITARY/SEP11C WASTE MANAGEMENT PER CASQA WM-9 20' 40' QTY UNIT 508' SF 268' LF 34' LF 5 EA 731 SF 2,634' SF 2,634' SF oL---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~-- ARCHITECTS ENGINEERS PLANNERS J.R. Miller & Associates 2700 Saturn St Brea, CA 92821 tel. 714.524.1870 fax.714.524.1875 www.jrma.com Project Revision PROPOSED SEALIFE MAINTENANCE BUILDING FOR: 1 LEGOLAND DRIVE CARLSBAD, CA. 92008 J.R.Miller & Associates shall retain oil common law statutory and other reserved rights, including the copyright for this document including represented designs and specifiCI'ltions. STORM WATER POLLUTION PREVENTION PLAN 05.13.2015 AS NOTED DATE OWN SCALE: CAD JY CHK JRMA Project No. 4962 SHEET 3 of3 l{) ..- 0 C\1 . ....J ;:: I- ~ co :::> (f) w a: 0 co z 0 (f) > w a: I- () w ..., 0 a: a.. PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.t!ov DATE: 7-29-15 PROJECT NAME: metal maintenance building PROJECT ID: PLAN CHECK NO: CB 15-2022 SET#: 2 ADDRESS: 1 Legoland Dr APN: L8J This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton/Van Lynch A Final Inspection by the Planning Division is required 0 Yes [:8J No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: christopher.romero@legoland.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: REVIEW#: 1 2 3 ~DO DOD DOD ~DO ~DO ~DO P-28 Plan Check No. CB 15-2022 Address 1 Legoland Dr Date 6-30-15 Review# 1 Planner Chris Sexton Phone (760) 602-4624 APN: 211-1 00-09-00 Type of Project & Use: new metal maintenance building Net Project Density:N/A DU/AC Zoning: C-T-Q General Plan: TR Facilities Management Zone:~ CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: ~ Item Complete Environmental Review Required: D Item Incomplete -Needs your action YES 0 NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ~ NO 0 TYPE CDP and SOP amendment APPROVALIRESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 181 NO 0 CA Coastal Commission Authority? YES 0 NO 181 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Required Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D (Effective date of lnclusionary Housing Ordinance-May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A D Page 2 of 3 07111 Site Plan: 0~0 ~DO ~DO 0~0 0~0 0~0 0~0 0~0 0~0 Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44-Neighborhood Architectural Design Guidelines 1. Applicability: YES 0 NO 0 2. Project complies: YES 0 NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments 1) Please apply for a Site Development Plan amendment and a Coastal Development Permit amendment for the addition of the metal maintenance building. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton for Van Lynch DATE 7-29-15 P-28 Page 3 of 3 07/11 <(~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 09/14/15 PROJECT NAME:Iegoland sea life PROJECT ID: Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: cb152022 SET#: II ADDRESS: 11egoland dr APN: [8J This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required [g) Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to Christopher.romero@legoland.com &USPS You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANiit'NG 760-Go2!461P;?;i,;;'; 1~~~\\~sf:; D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: 9/14/15 ~ '~G:tN,EERING ·7~o~q~~?fso D Kathleen Lawrence 760-602-27 41 Kath leen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov **Please see redline to City and Owner** Page 1 of2 D Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov C8J Cindy Wong 760-602-4662 Cynthia. Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 8/11/15 ***Bubble All Changes*** 1. Add under required deferred submittals: hydrant installation per NFPA 24, 2013, standards. 2. Begin labeling on plans fire access roads not maintenance roads. 3. Provide tank capacities and chemical MSDS and amounts. Indicate use. e.g. storage, use or dispensing if applicable. Does an application need to be filed for any hazardous chemical storage? Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: COMMIND , INDUST Date of Report: 09~ 14~20 15 Natne: Address: Permit #: CB 1,52022 CHRIS ROMERO 1 LEGOLAND DR CARLSBAD CA 92008-4610 Job Name: Job Address: LEGOLAND: 2,300 SF PRE~ENGINEE 1 LEGOLAND DR CBAD to this office Cond: CON000850 1 [NOT MET] ***Bubble All Changes*** 1. Add under required sefem~d submittals: hydrant installation per NFPA 24, 2013, standards. 2. Begin labeling on plans fire access roads not maintenance roads. 3. Provide tank capacities and chemical MSDS and amounts. Indicate use. e.g. storage, use or dispensing if applicable. Does an application need to be flled for any hazardous chemical storage? Entry: 08/11/2015 By: cwong Action: CO Cond: CON0008551 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 09/14/2015 By: cwong Action: AP ~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 08/11/15 PROJECT NAME:Iegoland sea life PROJECT ID: Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: cb152022 SET#: I ADDRESS: 11egoland dr APN: D This plan check review is complete and has been APPROVED by the fire Division. §!~~ By: cwong "'""'"'. \,{~:~!-, A Final Inspection by the Division is required ':IZ!xes D No :/') w.!'"_#~ This plan check review is NOT COMPLETE. Items missin·g;~l: incorrect are listed on the attached checklist. Please resubmit amended plans aS:~quired. '·-~jt") Plan Check Comments have been sent to Christopher.romero@l~~?d.com &USPS ,,. You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: 8/11/15 :~E~ 7sa-6d2~2'7:so'""' ,, ,' >:t: ''<:Yt:*;>:} ,\'>fS{'<~:c D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Page 1 of2 D Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov [ZI Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov ***Bubble ALL Changes*** 1. Sheet TS: Vicinity map is incorrect. Confirm building data correct too. e.g. pacel number. 2. Provide ALL code references to reflect current edition years and Carlsbad Municipal Code adoption. 3. Have licensed professional sign all sheets they are submitting. Page 2 of2 J()b Nfil"¥1.~: JQb Addres~; 1 tg(10.LANP DR C~ARLSiAt) CA I/200S .. 4(} 1 {) lN(~, .. ~· tr1'1!~ The it~n1 you have submitted for n~view ii ir1eOn11ZJlete, udeqtuttely cnnduct a revit!lw tel er. ern1 •. ·· carefuily all comments attacl.'H:!:d.'-. ..t)~~m' to this off:lce for l't.wi ·~ :pp:rovaL At this dm~~ this of~1oe earu1r)t staridards. l'lil~ase r~vl.ew 3. PNvide tank c~tpacitie$ f'l11cl chemical MSDS Qfld amounts. Indicate us®. e.g. storage, use or dig1"ensit1g it' appHcahi~. J??estulaJ'plication need to be filed fbr any hazardou~S chemical storage? Entr¥::·:~81'11/~th$ 9y:,ow(l:)n{g· Acticm: CO BLDG. DEPT COPY CORRECTION LIST RECEIVED Page: 1 of6 Daryl K. James & Associates, Inc. JUL 1 4 ?"J11 CITY OF CARLSBAD APPLICANT NAME (Primary Contact) Chri!BB~G DIVISION Checked By: Robert Salgado Plan Check Date: 0711112015 (760) 846-0842, Christopher.Romero@legoland.com PROJECT NAME: Sealife Maintenance Building JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1 Legoland Drive PROJECT DESCRIPTION: CB152022 involves the construction of a new 1-Story, 2,300 SQ/FT pre- engineered metal building. The design and construction of this building also includes the following: New Mechanical, Electrical, Plumbing systems (MEP), and civil plans for a new fire hydrant and road widening. All fire alarm and detection, fire sprinkler, U/G piping (Civil), and other types of protection equipment and systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES: 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. 2. Provide a written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment. 3. Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Department plan check. 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: Attn: Robert Salgado 27 425 Blackstone Road Temecula, CA 92591 1 FLS COMMENTS (non-structural plan review): D Please provide a copy of Building Department (EsGil) back check final approval comments as soon as possible, or with the revised drawings at time of 151 BACK CHECK. NOTE: Input fire revisions onto the Building Department plan check. SHEET T1.1, TITLE SHEET: (1) Revise the "SCOPE OF WORK" statement (project description). Pl1ease provide a detailed description of all proposed work, operations, and processes, to include the following: D Civil plans for a new onsite fire hydrant. D Installation of holding pools and reservoir. D Storage and rack system. D Trench drains. D Bio and Frac. D Carbon softeners. D Chiller system. D Food prep. D Ice maker. (2) Under the "Project Information" title block: Please indicate the following: D Occupancy Classification/Group (based on the major use) D Construction Type (3) Please clarify the requirement to install a fire sprinkler system in this building, based on use or occupancy (See Deferred Approvals title block). (4) Update the code references to reflect the current editions and year of amended model codes, and list the NFPA Standards that apply to this project. 2013 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2013 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 20121nternational Building Code (IBC) with 2013 Amendments 2013 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2011 National Electrical Code (NEG) with 2013 Amendments 2013 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2012 Uniform Mechanical Code (UMC) with 2013 Amendments 2013 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2012 Uniform Plumbing Code (UMC) with 2013 Amendments 2013 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) 2 Based on the 2012 International Fire Code (IFC) with 2013 Amendments {5) Add NFPA Standards to the list of code references, as applicable: NFPA STANDARDS: 0 NFPA 13, Standard for the Installation of Sprinkler Systems as amended, 2013 Edition. D NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenances as amended, 2013 Edition. NOTE: NFPA and other Consensus Standards are listed in the 2013 CFC, Chapter 80, Referenced Standards. Please list all codes, regulations, and standards that are applicable to this project: {6) Add a separate box onto the Title Sheet (General Info); label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT" [verbatim]. Deferred Submittal Items: 0 Fully-Automatic Fire Sprinkler System, designed in accordance with 2013 CFC, Section 903, and NFPA 13, 2013 edition. NOTE: The AOR should consult with the city of Carlsbad Fire Code Official to obtain specific design criteria for the aboveground fire sprinkler system (hazard class/density) and the underground piping plans (for hydraulically calculated systems). SHEETS C8.1, C8.2, AND A1.3. FIRE PLAN, FIRE DETAILS, AND ENLARGED SITE PLAN: {1) The road widening project must comply with city of Carlsbad Local Ordinance. Please incorporate the following requirements into the design and construction of the road widening project, as applicable: 1a. Carlsbad Municipal Fire Prevention Code, 17.04.220 Section 503.2.1. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6 and an unobstructed vertical clearance of "Clear-to-sky". 1b. Carlsbad Municipal Fire Prevention Code, 17.04.260 Section 503.2.3 Fire apparatus access roads shall be designed and maintained to support not less than 75,000 lbs. (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface to provide all-weather driving capabilities. 1c. Carlsbad Municipal Fire Prevention Code, 17.04.300 Section 503.4.1 Fire access roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus response times shall not be installed on fire access roadways, unless they meet design criteria approved by the Fire Code Official. 1d. Carlsbad Municipal Fire Prevention Code 17.04.320 and the CFC 505.1. Approved numbers and/or addresses shall be placed on all new and existing buildings and at appropriate locations as to be plainly visible and legible from the street or roadway fronting the property from either direction of approach. 1e. Carlsbad Municipal Fire Prevention Code 17.04.350 Chapter 5, 505.5. Provide an emergency response map showing new structures, hydrants, roadways, or similar features. Map updates must be in a format approved by the fire department will be provided. The 3 responsible party shall be charged a reasonable fee for updating the City emergency response maps. 1f. Carlsbad Municipal Fire Prevention Code 17.04.310 and the CFC 503.6.1 All gates or other structures or devices, which could obstruct fire access roadways or otherwise hinder emergency operations are prohibited unless they meet standards approved by the Fire Code Official, and receive plan approval by the Fire Code Official. All automatic gates across fire access roadways and driveways shall be equipped with an approved emergency key-2 operated switch, which overrides all command functions and opens the gate(s). (2) In reference to the above requirements [1a. through 1f.], has the City of Carlsbad Fire Marshal (FM) or his/her designee reviewed and approved the required fire protection documents and fire service features listed in sub-comments 2a., 2b., and 2c., as listed below? [o Yes oro No] o 2a. FIRE FLOW REPORT: Provide a letter from the local water de'Partment stating that the available water supply is capable of supplying the required fire flow and pressure for the New Sealife Maintenance Building that is scheduled to be built under Building Permit Application No. CB152022. o 2b. HYDRANT AND FDC PLAN: Please provide documentation and/or letter with the CB Application # ....... ]; and the date in which the following items were approved: Civil drawings and underground fire protection plans showing the locations of current (existing) and proposed (new) fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. The Fire Flow requirements for the total square footage of this site must be determined by the City of Carlsbad Fire Marshal (FM) or his/her designee, in accordance with the Carlsbad Municipal Fire Prevention Code Section 17.04.370. o 2c. FIRE DEPARTMENT ACCESS PLAN: Please provide documentation [drawing] and/or letter with the CB Application # ...... ]; name of the approving fire code official; and date when the Fire Department Access Plan was approved. The site plan must demonstrate that the approved emergency access and fire apparatus access noads meet the 150'-0" requirement, in accordance with 2013 CFC, Sections 503.1.1; and 504.1. The Fire Department Access Plan must incorporate the City of Carlsbad Fire Prevention Code requirements identified in the sub-comment notes shown above ,(1a., 1 b., 1c., 1d., 1e., and 1f.) (3) Please provide a copy of the approved CIVIL DRAWINGS with CIB Application # ...... ] for reference. The approved Civil drawing must comply with the following requirements: D Requirement 1: Underground piping plans for onsite fire prot•ection must comply with State Codes, National Standards [NFPA Standards 13 and 24, 2013 Editions], and the City of Carlsbad Municipal Fire Prevention Code-Chapter 17.04. D Requirement 2: The approved Civil drawings must have th1e imprinted seal of the Professional Engineer (PE) responsible for the design of the U/G piping plan (on-site fire protection). In addition, the approved Civil drawings must have imprinted stamp of the City of Carlsbad Fire Marshal (FM) or his/her designee. Refer to 2013 CFC, Section [A] 105.4.1. NOTE #2: The imprinted PE seal and FM stamp must have the wet signatures of the persons/officials duly authorized to approve the design and construction of U/G piping plan. 4 (4) Show distances (dimensions) to the real and/or assumed property/lot lines and adjacent buildings. 0 Add a note onto the plans stating: "All property lines, easements and buildings both, existing and proposed, are shown on this site plan." SHEET A1.4, ROOF & FLOOR PLANS: (1) Provide a report identifying the maximum expected quantities of all the hazardous materials that will stored, used, handled, and dispensed in this building. Indicate on plan whether the substance is a gas, liquid, or solid. Refer to 2013 CFC, Chapters 50 and 57 for storage and use requirements. NOTE: The Opinion and Report must identify the methods of protection from such hazards. Refer to 2013 CBC, Section [F] 414.1.3. (2) Please provide an Egress Plan (Exit Code Analysis), in order to show a complete representation of all components in the required means of egress. For clarity, illustrate the following components for each portion of the required means egress (MOE): D SQ/FT of each area, room, or space. D Occupant load factor for each area, room, or space. D Number of occupants in each area, room, or space. D Delineate and outline the path of travel, as measured from the most remote point within the new building, along the natural and unobstructed path of egress travel to the required exit, and then out to the exit discharge/pubic way [include travel distance dimensions]. NOTE: Refer to 2013 CBC, Chapter 10. (3) Provide a narrative (brief summary) of the operations/processes that will take place inside this building, and identify the location of the following on the floor plan: 0 Holding pools and reservoir. 0 Storage (vessel) and rack system. 0 Trench drains. 0 Bio and Frac. D Carbon softeners. 0 Chiller system. 0 Food prep. D Ice maker. 0 Fire Extinguishers. (4) Identify the Hazard Rankings for the hazardous materials that will be stored, used, handled, and dispensed in the Sealife Maintenance Building, in accordance with NFPA 704. SHEETS M-1.0 AND M1.1, SCHEDULES, NOTES, & LEGEND AND MECHANICAL PLAN: (1) Clarify the design criteria and method for achieving adequate air-exchanges in a building/room that contains hazardous substances, in accordance with 2013 CMC and 2013 CFC. (2) Clarify the applicability of 2013 CMC, Section 608, for 3,500 CFM. 5 SHEET E2.0, ENLARGED POWER AND LIGHTING PLAN: (1) For Power General Note #2, please specific the type of corrosion resi~;tant material that will be installed. i.e. conduit, wiring, boxes, etc. Include the manufacture and model/serial #'s, as applicable. (2) Add the following notes onto Sheet: E2.0 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2013 CBC, Section 1006. • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2013 CBC, Section 1 011.6.3. END OF COMMENTS 6 Customer: Legoland J .Z. Szekely & Associates 10976 Stone River Dr., Alta Lorna, CA 91737 JOHN SZEKELY,P.E. Voice: (909) 483-9881 Email: zszekely@aol.com Fax: (909) 266-5645 Structural Calculations Design Based on CBC 2013 Date: 6/29/2015 Job Number: MW-15-218 Description: 46' x 50' Steel Building 1 Legoland Dr. Carlsbad, Carlsbad 92008 -Basic Loads -Design Sheeting -Design Purlin -Design Girt -Design Endwall Columns -Design DoorJambs -Design Rigid Frame -Design Connections -Design Bracing JUN 3 0 2015 THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN ARE THE PROPERTY OF J.Z. SZEKELY AND ASSOCIATES AND CAN BE USED ONLY BY THE CUSTOMER AND ADDRESS SHOWN. Registered in: CA, AZ, CO, ID, WA r~I5,?1J22. .. ,,, "'' ,, "' Customer: Legoland Basic Loads Risk Category R.C. = II Roof Dead Load PoL= 31b/ft2 -1.0 lb/ff Panel -1.0 lblft2 Purlin -1.0 lblft2 Frame Roof Collateral Load 51b/ft2 Wall Dead Load 3 lb/ft2 -1. 0 lblff Panel -1.0 lb/ft2 Girts -1.0 lb/ft2 Frame Live Load PLL = 20 lb/ft2 Wind Load Description: 46' X 50' -ASCE 7, Table 1.5-1 -Reducible Per CBC 2013 Wind loads found using ASCE 7 as permitted by CBC 2013 Main Wind Force Resisting System qh = 23.76 lblft2 Where, Kz = Kzt = Kd = V= h= Exposure= Classification = 0.90 1.0 0.85 110 mph 20.29 ft c Enclosed Components and Cladding P = qh (GCP + Gcpi) * I Pressure Coefficient Zone (a) Smaller of' a = (0.1 0) * 46 ft = 4.6 ft a= (0.4) * 19.33 ft = 7. 732ft But not less than: a= (0.04) *46ft= 1.84 ft a=3ft Use: a =4.6 ft -Based on ASCE 7-10 Eq. 6-15 -3 Sec. Gust -Mean height of roof -10% of Least Horizontal Dimension -0.4 h -4% of Least Horizontal Dimension -3ft Job#: MW-15-2·;;--J Date: 6/29/2015:___1 Page:2 Customer: Description: Legoland 46' X 50' Pressure Coefficient on Main Wind-Force Resisting Systems 8= 2.39 L/B = 0.92 h/L = 0.4058 Transverse Direction Negative (GCQil [(GCp)-(Gcp;)][1J = [(GCp)-(Gcp;)]l21 = [(GCp)-(Gcp;)][3J = [(GCp)-(Gcp;)]l41 = Positive (GCQi) [(GCp)-(GCp;)]l11 = [(GCp)-(GCp;)]l21 = [(GCp)-(Gcp;)]131 = [(GCp)-(Gcp;)][41 = Longitudinal Direction [(GCp)-(Gcp;)][11 = 0.5 -0.945 -0.605 -0.605 0.86 -0.585 -0.245 -0.245 0.775 ~~~~~~~~ PLAN -Windward Wall -Windward Roof -Leeward Roof -Leeward Wall -Windward Wall -Windward Roof -Leeward Roof -Leeward Wall -Windward & Leeward Wall qZGCP qhGCP ELEVATION Job#: MW-15-218 Date: 6/29/2015 ELEVATION Page: 3 Customer: Legoland Seismic Load Description: 46' X 50' -Per Table 1613A.5 of CBC 2013 Job#: MW-15-21~ Date: 6/29/2015 ___j Seismic Site Class: D Risk Category = II -Risk Category per Table 1064A.5, CBC 2013 Site Ground Motion: Location: Lattitude: 33.128847 Longitude: -117.313692 SS= 1.13 S1 = 0.44 Fa= 1.05 Fv= 1.57 SMs = Fa*Ss = 1.18 SM1 = Fv*S1 = 0.68 Sos = 2/3*(SMs) 0.79 So1 = 2/3*(SM1) 0.45 SOC (Seismic Design Category) : D T L = 8 Seconds -From www.earthquake.usgs.gov -From www.earthquake.usgs.gov -Table 1613A.3.3(1) -Table 1613A.3.3(2) -Eq. 16A-37 of 2013 CBC -Eq. 16A-38 of 2013 CBC -Eq. 16A-39 of 2013 CBC -Eq. 16A-40 of 2013 CBC Design Coefficients And Factors for Seismic Force-Resisting Systems PerTable 122-1 ASCE7-10 Response System Deflection Max. Seismic Force Modification Overstrengt Amplification Height Resisting System Coefficient, R h Factor, 00 Factor, Cd (ft) Ordinary Steel 3.5 3 3 65 Moment Frames Ordinary Steel Concentrically 3.25 2 3.25 60 Braced Frames Page:4 Description: 46' X 50' Design Roof & Wall Panels Simple Span Condition Assume Simple Span as Worst Case 1' Free Body Diagram: Shear Diagram: M Bending Moment Diagram: Design Roof Panel Consider: 20 GA Galv. Steel Mega-Rib (7.2) or equal Material: Steel, ASTM A446 Grade D Fy =55 ksi Fb = 33 ksi Sq+ = 0.2208 in3/ft Sq-= 0.2073 in3/ft SRQ b=1ft L = 4.2 ft Pw = 1.2 lb/ft Maximum yield stress maximum bending stress Section modulus top in compression Section modulus bottom in compression Required section modulus 1ft wide strap being checked Span between supports Panel Weight 1' Job#: MW-15-218 Date: 6/29/2015 Page:5 For Dead Load + Live Load WoL+LL = (Pweight + PLL)*b = (1.2 lb/ft2 + 20 lb/ft2) * 1 ft = 21.2 lb/ft Description: 46' X 50' Maximum Positive Moment (MoL+LLl = (WoL+LL * L2)/8 = (21.2 lb/ft * (4.2 ft)2){12 in/ft) /8 = 0.561 kip-in SRo = MoL+LL/ Fs = 0.561 kip-in /30 ksi = 0.0187 < S+ = 0.2208 0.6 * Wind Load + Dead Load Effective wind areas of roof: b * L = 4.2 ft2 or (2U3) * L = 5.88ft2 A= 5.88 tt• C&C Roof Pressures (psf) ~ s r Effective Wind Pressure Area (sf) lb/ft2 5.88 -46.68 P = qh (GCP + GCpi) = 46.68 /blft2 WoL+WL = [0.6 * qh ( GCP + GCpi) -pDLPL] * b = [0.6 * (46.68 lb/ft2)-1.2 lb/ft2] * 1 ft = 26.81 lb/ft Maximum Negative Moment (MoL+Ld = (WoL+LL * L2)/8 = = (26.81 lb/ft * (4.2 ft)2)(12 in/ft)/8 = 0.71 kip-in = 0.71 kip-in s RQ = M DL+LL IF B = = 0. 71 kip-in I (30 ksi) = 0.0236 < S-= 0.2073 OK OK Job#: MW-15-218 Date: 6/29/2015 Page:6 Design Wall Panel Description: 46' X 50' Consider: 20 GA Galv. Steel Mega-Rib (7.2) or equal Material: Steel, ASTM A446 Grade D Fy =55 ksi Fb = 33 ksi Sq+ = 0.2208 in3/ft Sq-= 0.2073 in3/ft SRo b=1ft L = 7.33 ft Pw = 1.2 lb/ft 0.6 *Wind Load Effective wind areas of roof: Maximum yield stress maximum bending stress Section modulus top in compression Section modulus bottom in compression Required section modulus 1ft wide strap being checked Span between supports Panel Weight b * L = 7.33 or (2L/3) * L = 17.91ft2 A= 17.91 ft2 C&C Wall Pressures (psf) Effective Wind Pressure Area (sf) lb/ft2 17.91 -36.07 P = qh (GCP + GCpi) = 36.07 WwL = 0.6 * qh ( GCP + GCpi) * b = 0.6 * (36.07 lb/ft2) * 1 ft = 21.64 lb/ft Maximum Negative Moment (MoL+LLl = (WoL+LL * L2)/8 = = (21.64 lb/ft * (7.33 ft)2)(12 in/ft)/8 = 1.74 kip-in = 1.74 kip-in SRa =MoL+LL !Fa = = 1.74 kip-in I (30 ksi) = 0.0581 < S-= 0.2073 OK Job#: MW-15-218 Date: 6/29/2015 Page:? Design Roof Purlins J :r: h A t Description: 46' X 50' VOT :r: J.. A B t V.,T J.. I Bay 1 I Bay 2 l A c t I Continuous Beam -2 Spans -Uniform Load Shear Diagram: (ref: Manual of Steel Construction-AISC 131h Ed pg. 3-210) 3wL 8 v 5wL 8 Moment Diagram: (ref: Manual of Steel Construction-AISC 13th Ed pg. 3-210) M .07wU .125wU Job #: MW-15-218 Date: 6/29/2015 Page:8 Description: 46' X 50' For the designated loading, consider a continuous purlin with 3'-0" overlap on each side of center. Three elements are identified: Dead Load + Live Load WoL+LL = (PoL+ PLL)*b = = (81b/ff' + 20 lb/ft2) * 4.18 ft = 117.041b/ft The maximum bending stress and shear load taken from the above calculation is tabulated .L :r: Vil :r: r "\V r 1 £ h A A B c t t t I Bay 1 I Bay 2 I Job #: MW-15-218 Date: 6/29/2015 M1 = 0 k-ft M2 = 5.358 k-ft M3 = 10.478 k-ft M4 = 5.358 k-ft M5 = 0 k-ft V1 = 1.044 k-ft V2 = 1.531 k-ft V3 = 1.882 k-ft V4 = 1.531 k-ft V5 = 1.044 k-ft Page: 9 Dead Load + Wind Load Enclosure Classification: Enclosed 0.6 • Wind Load + Dead Load Effective wind areas of roof: Description: 46' X 50' b * L = 104.5 ft2 or (2U3) * L = 208.33ft2 A= 208.33 ft2 C&C Roof Pressures (psf) Effective Zone 2 Wind Load Case 1 208.33 -30.18 P = qh (GCP + GCpi) = 30.18 -Interior wind pressure WoL+WL = [0.6 * qh ( GCP + GCpi) -pDLPL] * b = [0.6 • (30.18 lb/ft2) -8 lb/ft2] * 4.18 ft = 42.25 lb/ft -L + w l .,!.. Vll .j_ l A h A A B c t t t I Bay 1 I Bay2 I M1 = 0 k-ft M2 = 1.934 k-ft M3 = 3. 783 k-ft V1 = 0.377 k-ft V2 = 0.553 k-ft V3 = 0.679 k-ft Job #: MW-15-218 Date: 6/29/2015 M4 = 1.934 k-ft M5 = 0 k-ft V4 = 0.553 k-ft V5 = 0.377 k-ft Page: 10 Dead Load + Live Load Max Bending Node Moment Kip-in 1 0 2 64.3 3 125.73 4 64.3 5 0 Description: 46' X 50' Max Shear Kips 1.04 1.53 1.88 1.53 1.04 Dead Load + 0.6 *Wind Load Max Bending Node Moment Kip-in 1 0 2 23.21 3 45.39 4 23.21 5 0 Bay #1: Use 8 x 2.5 x 14 Ga. "Z" . Resisting Moment= 70.84 kips-in, Allowable Shear= 3.91 kips Bay #2: Use 8 x 2.5 x 14 Ga. "Z" , Resisting Moment= 70.84 kips-in, Allowable Shear= 3.91 kips Job #: MW-15-218 Date: 6/29/2015 Max Shear Kips 0.38 0.55 0.68 0.55 0.38 Page: 11 Customer: Legoland Design Girts Free Body Diagram: Shear Diagram: Bending Moment Diagram: Description: 46' X 50' Simple Span Condition v M "', z, ;i; ~" ~::~=N~,~~--~--~~x 2 Page 12 Job #: MW-15-218 Date: 6/29/2015 Description: 46' X 50' Design Girt at Elevation 7'-4"-Sidewalls Consider: 8x2.5x12 GA. or equal, ASTM A570 'Z' E = 29500 ksi Fy = 55 ksi Sx= 3.41125 in3 lx= 13.645 in4 MA = 112.35 kips-in VA= 12.437 kips Fb = 0.6*fb = 33 ksi Girt Span L =._I __ 23_.8_~1ft Girt Tributary Width Tw=l 6 1ft Effective Wind Area Aef = 188.81 ft2 Wind Load C&C Wall Pressures (psf) Effective Pressure Wind Area lb/fe 188.81 -24.98 P = qh (GCP + GCpi) = -24.98 lb/ft2 WwL = 0.6 * qh ( GCP + GCpi) * b = 0.6. (-24.98 lb/ft2). 6ft = 89.93 lb/ft -Modululs of Elasticity of Steel -Minimum Yield Stress -Section Modulus -Moment of Inertia -Allowable Moment for bending -Allowable Shear -Allowable Bending Stress Page 13 Job #: MW-15-218 Date: 6/29/2015 Shear Vmax = (W*L)/2 = 1.07 kips Moment Mmax= (W*LL)/8 = 76.4 kips-in Shear Stress 1.07 kips< VA= 12.437 kips OK Bending Stress Description: 46' X 50' 76.4 kips-in< MA = 112.35 kips-in OK Check Unity fb = MIS = 22.4 ksi fb/Fb = Def/ection 0.7 * t.LL = L/180 = 0.68 1.13 1.59 in in < OK OK Page 14 Job #: MW-15-218 Date: 6/29/2015 Customer: Legoland Description: 46' X 50' Design Girt all other Elevations -Sidewalls Consider: 8x2.5x14 GA. or equal, ASTM A570 'Z' E = 29500 ksi Fy = 55 ksi Sx= lx= MA = VA= Fb = 0.6*fb = Girt Span 2.067 9.008 68.06 3.912 33 in3 in4 kips-in kips ksi L = L-1 -=23;.;.;:;.8_--llft Girt Tributary Width Tw =I 4.66 Itt Effective Wind Area Aef = 188.81 ft2 Wind Load C&C Wall Pressures (psf) Effective Pressure Wind Area lb/ft2 188.81 -24.98 P = qh (GCP + GCpi) = -24.98 lb/ft2 WwL = 0.6 * qh ( GCP + GCpi) * b = 0.6 * (-24.98 lb!ft2) * 4.66 ft = 69.84 lb/ft -Modululs of Elasticity of Steel -Minimum Yield Stress -Section Modulus -Moment of Inertia -Allowable Moment for bending -Allowable Shear -Allowable Bending Stress Page 15 Job #: MW-15-218 Date: 6/29/2015 Shear Vmax = (W*L)/2 = 0.83 kips Moment Mmax = (W*lz)/8 = 59.3 kips-in Shear Stress 0.83 kips< VA= 3.912 kips OK Bending Stress Description: 46' X 50' 59.3 kips-in < MA = 68.06 kips-in OK Check Unity fb = M/S = 28.69 ksi fb/Fb = Deflection 0.7*l'.LL= L/180 = 0.87 1.33 1.59 in in < OK OK Page 16 Job#: MW-15-218 Date: 6/29/2015 Design Endwall Columns Description: 46' X 50' Consider: 8x2.5x14 GA. back to back or equal, ASTM A570 'C' E = 29500 ksi -Modululs of Elasticity of Steel Fy = 55 ksi Sx= 4.202 in 3 lx= 17.4 in4 MA = 138.4 kips-in VA= 8.16 kips Fb = 0.6*fb = 33 ksi Column Sean L =I 18.61 Itt Column Tributary Width Tw=l 15.33 Itt Effective Wind Area Aef = 285.29 tt2 Wind Load C&C Wall Pressures (psf) Effective Pressure Wind Area lb;te 285.29 -24.23 P = qh (GCP + GCpi) = -24.23 lblft' WwL = 0.6 * qh ( GCP + GCpi) * b = 0.6 * ( -24.23 lb/ft2) * 15.33 tt = 222.87 lb/tt -Minimum Yield Stress -Section Modulus -Moment of Inertia -Allowable Moment for bending -Allowable Shear -Allowable Bending Stress Page 17 Job #: MW-15-218 Date: 6/29/2015 Customer: Legoland Vmax= (W*L)/2 2.07 kips Moment Mmax= (W* LL)/8 = 115.8 kips-in Shear Stress 2.07 kips < VA = 8.16 kips OK Bending Stress Description: 46' X 50' 115.8 kips-in< MA = 138.4 kips-in OK Check Unity fb = M/S = 27.56 ksi fb/Fb = Deflection 0.7 * t.LL = L/180 = 0.84 0.82 1.24 in in < OK OK Page 18 Job #: MW-15-218 Date: 6/29/2015 Customer: Legoland Design Door Jambs Description: 46' X 50' Consider: 8x3.5x12 GA. or equal, ASTM A570 E = 29500 ksi Fy = 55 ksi Sx= 4.131 in 3 lx= 15.686 in 4 MA = 122.9 kips-in VA= 12.17 kips Fb = 0.6*fb = 33 ksi Jamb Span L = I~...--_1:...::.;8.=53;__....Jitt Jamb Tributary Width Tw =I 18 Itt Effective Wind Area Aef = 333.54 ft2 Wind Load C&C Wall Pressures (psf) Effective Pressure Wind Area lb/fe 333.54 -23.95 P = qh (GCP + GCpi) = -23.95 /blft2 WwL = 0.6 * qh ( GCP + GCpi) * b = 0.6 * (-23.951b/ft2) *18ft = 258.66 lb/ft -Modululs of Elasticity of Steel -Minimum Yield Stress -Section Modulus -Moment of Inertia -Allowable Moment for bending -Allowable Shear -Allowable Bending Stress Page 19 Job #: MW-15-218 Date: 6/29/2015 Customer: Legoland Vmax = ( W * L) I 2 = 2.4 kips Moment Mmax = (W * L L) I 8 133.2 kips-in Shear Stress 2.4 kips< VA= 12.17 kips OK Bending_ Stress RESIZE MEMBER Check Unity fb =MIS= 32.24 ksi fbiFb = 0.98 < Deflection 0.7*L'.LL= 1.04 in L/180 = 1.24 in Description: 46' X 50' OK OK Page 20 Job #: MW-15-218 Date: 6/29/2015 Design Rigid Frame (OMF) Description: 46' X 50' Job#: MW-15-218 Date: 6/29/2015 ""=;----_____________ __1M2~--------------l~l4 N2 13 *Drawing not to scale Member Material Properties Material E (ksi) G (ksi) Fy (ksi) Density(kip/ft ) Steel 29,000 11 '154 50 490 Design Parameters Member K Lat. Support Lat. Support Cb Cm Inside (ft) Inside (ft) M1 1.5 7.3 12.0 1.0 0.85 M2 0.9 4.2 8.4 1.0 0.85 M3 1.5 7.3 12.0 1.0 0.85 Joint Locations Joint X (ft) y (ft) N1 0 0 N2 0 19.33 N3 46 0 N4 46 21.25 Page:21 Member Designation Member Type Length (ft) M1 M2 M3 WF WF WF 19.33 46.04 21.25 Basic Load Case #1: Self Weight -Loads calculated by program Basic Load Case #1: Dead Load POL = (3 lb/ft2) * (25 ft) = 75 lb/ft PCL = (5 lb/ft2) * (25 ft) = 125 lb/ft Basic Load Case #2: Live Load PLL = (12 lb/ft2) * (25 ft) = 300 lb/ft Description: 46' X 50' -Dead -Collateral Live Load Reduced Per Section 1607.9 of CBC 2010 Basic Load Case #3: Wind Load (-Gcpi) Transverse Direction: Wallinward = qh*b*[(GCpf)-(GCpi)] = 23.8 lb/ft2 • 25ft [(0.86)] ft = 511.7 lb/ft Roofoutward = qh*b*[(GCpf)-(GCpi)] = 23.81b/ft2 • 25ft [(-0.585)] ft = -348.1 lb/ft Roofoutward = qh*b*[(GCpf)-(GCpi)] = 23.8 lb/ft2 • 25ft [(-0.245)] ft = -145.81b/ft Walloutward = qh*b*[(GCpf)-(GCpi)] = 23.81b/ft2 • 25ft [(-0.245)] ft = -145.81b/ft Basic Load Case #4: Wind Load (+Gcpi) Transverse Direction: Wallinward = qh*b*[(GCpf) + (GCpi)] = 23.8 lb/ft2 • 25 ft [(0.5)] ft = 297.5 lb/ft Roofoutward = qh*b*[(GCpf) + (GCpi)] = 23.8 lb/ft' *25ft [(-0.945)] ft = -562.3 lb/ft Roofoutward = qh*b*[(GCpf) + (GCpi)] = 23.8 lblft2 • 25ft [(-0.605)] ft = -360 lb/ft Wall outward = qh*b*[(GCpf) + (GCpi)] = 23.8 lb/ft2 • 25ft [(-0.605)] ft = -360 lb/ft Job#: MW-15-218 Date: 6/29/2015 Page:22 Description: 46' X 50' Basic Load Case #5 & #6: Seismic Load & Amplified Seismic Load (Interior Frame) -Ordinary Steel Moment Frame Seismic Design Parameters (See Basic Loads for Calculations) Site Class: D SDC: D TL= 8 Seconds Ss= 1.13 S1= 0.44 Fa= 1.05 Fv= 1.57 SMs= 1.18 SM1= 0.68 Sos= 0.79 So1= 0.45 Approximate Fundamental Period (Tal Ta = CThn' CT= x= 0.028 0.8 hn = 19.33 ft -Table 12.8-2 ASCE 7-05 -Table 12.8-2 ASCE 7-05 -Building Eave Height Ta = 0.028(19.33 feet)A0.8 = 0.299 Seconds Seismic Weight PDL(ROOF) = 7 lb/ft' PDL(WALL) = 2 lb/ft' WFrame = 14 lb/ft Roof Area= (46 ft)(25 ft) = 1150 ft2 Wall Area= 2(19.33 ft)(25 ft) = 966.5 ft2 -Weight of Roof+ Collateral -Weight of Walls -Frame Weight Roof Weight= (1150 ft2)(7 psf) + (141blft)(46 ft) = 8694 Jb = 8.69 kips Wall Weight= 112((966.5 ft2)(2 psf) + (14/blft)(19.33 ft)) = 1102 Jb = 1.1 kips Concentrated Load = 2 kips Total Effective Seismic Weight= 11795.81 lb = 11.79581 kips Design Coefficients and Factors R = 3.5 Oo= 3 p = 1.3 Seismic Base Shear V=CsW Where: Cs = S0s/(R/I) Cs = 0.226 Except Cs need not exceed: forT!> TL forT>TL Cs = S0/T(R/I) Cs = 0.433 Cs = S01TLIT2(RII) N/A -Table 12.2-1 ASCE 7-05 -Table 12.2-1 ASCE 7-05 -Section 12.3.4 ASCE 7-05 -Eq. 12.8-1 ASCE 7-05 T = 0.299 Seconds< TL = 8 Seconds -Eq. 12.8-2 ASCE 7-05 -Eq. 12.8-3 ASCE 7-05 -Eq. 12.8-4 ASCE 7-05 Job #: MW-15-218 Date: 6/29/2015 Page:23 and Cs shall not be taken less than: Cs = 0.01 Description: 46' X 50' -Eq. 12.8-5 ASCE 7-05 and in addition, if S1 ;:, 0.6, then Cs shall not be taken less than: Cs = 0.5SARII) Cs = 0.062 Use Cs = 0.226 V=CsW -Eq. 12.8-6 ASCE 7-05 V = (0.226)(11.796 kips)= 2.66 kips Seismic Load Effect (E) Eh = pQ, Ev = 0.2Sos0 E = Eh-Ev E = Eh + Ev Where, Ev = ±0.2(0.79)(0) = ±0.1580 Eh = (1.3)(2.66 kips)= 3.46 kips Maximum Seismic Load Effect !Eml Emh = OoQE Ev = ±0.25050 Em = Emh + Ev = 00Uc + 0.250sD Em = Emh-Ev = 00QE-0.250sD Where, Emh = (3)(2.66 kips) /1.2 = 6.66 kips Ev = ±0.2(0.79)(0) = ±0.1580 -Eq. 12.4-3 ASCE 7-05 -Eq. 12.4-4 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 Summary-Seismic Load Effects for Interior Frames -Eq. 12.8-1 ASCE 7-05 E = 3.46 kips -Use to design frame members EEave = 1.73 kips -Force Used with Load Combination (Each Side) Emh = 6.66 kips -Use to design moment connections of frame EmEave = 3.33 kips -Force Used with Load Combination (Each Side) Job#: MW-15-218 Date: 6/29/2015 Page:24 Load Combinations LC 1 2 3 Load Combination Description: 46' X 50' 0 + L + P (Centered) 0 + L + P (Left) 0 + L + P (Right) 4 0.60 + 0.6W (-Gcpi), v = o· 5 0.60 + 0.6W (-Gcpi), y = 180' 6 0.60 + 0.6W (+Gcpi), v = o· 7 0.60 + 0.6W (+Gcpi), y = 180' 8 0 + 0.7E 9 0-0.7E Results Consider the following member designations: Member WF M1 W16X31 M2 W16X31 M3 W16X31 Joint Reactions Load Combination Joint X (kips) 1 N1 3.989 1 N3 -3.989 2 N1 3.555 2 N3 -3.555 3 N1 3.551 3 N3 -3.551 4 N1 -6.03 4 N3 -1.769 5 N1 2.959 5 N3 5.262 6 N1 -5.788 6 N3 -2.258 7 N1 3.202 7 N3 4.772 8 N1 -0.611 8 N3 -1.811 9 N1 2.01 9 N3 0.412 BLC Factor 1 1 1 1 1 1 1 0.6 1 0.6 1 0.6 1 0.6 1 1 1 1 Y (kips) 13.797 13.914 14.8 12.911 12.8 14.911 -4.615 -1.312 1.667 -2.013 -7.639 -4.199 -1.443 -4.815 1.95 4.195 4.133 2.011 BLC Factor 2 1 2 1 2 1 4 0.6 5 0.6 6 0.6 7 0.6 8 0.7 8 0.7 Job#: MW-15-218 Date: 6/29/2015 BLC Factor 3 1 3 1 3 1 Page:25 Member Forces and Stresses Load Combination Member Section 1 M1 1 2 3 4 5 6 7 8 9 10 1 M2 1 2 3 4 5 6 7 8 9 10 1 M3 1 2 3 4 5 6 7 8 9 10 2 M1 1 2 3 4 5 6 7 8 9 10 I Description: 46' X 50' I Axial Jkips) 13.797 13.73 13.664 13.597 13.53 13.463 13.397 13.33 13.263 13.196 4.535 4.422 4.309 4.196 4.082 3.886 3.772 3.659 3.546 3.432 13.914 13.841 13.767 13.694 13.621 13.547 13.474 13.401 13.327 13.254 14.8 14.733 14.667 14.6 14.533 14.467 14.4 14.333 14.266 14.2 Forces Shear Moment (kips) Jkips-ft) -3.954 0 -3.954 8.492 -3.954 16.985 -3.954 25.477 -3.954 33.97 -3.954 42.462 -3.954 50.955 -3.954 59.447 -3.954 67.94 -3.954 76.432 13.019 76.432 10.304 16.777 7.59 -28.993 4.876 -60.877 2.161 -78.876 -2.551 -77.878 -5.266 -57.884 -7.98 -24.004 -10.694 23.761 -13.409 85.411 4.019 0 4.019 -9.49 4.019 -18.98 4.019 -28.47 4.019 -37.96 4.019 -47.45 4.019 -56.941 4.019 -66.431 4.019 -75.921 4.019 -85.411 -3.522 0 -3.522 7.564 -3.522 15.128 -3.522 22.693 -3.522 30.257 -3.522 37.821 -3.522 45.385 -3.522 52.949 -3.522 60.514 -3.522 68.078 I 1 Axial Shear (ksi) jksi) 1.511 -0.904 1.504 -0.904 1.497 -0.904 1.489 -0.'904 1.482 -0.!904 1.475 -0.904 1.467 -0.904 1.46 -0.904 1.453 -0.904 1.445 -0.904 0.497 2.~177 0.484 2.~157 0.472 1.7"36 0.46 1.115 0.447 0.494 0.426 -O.!i83 0.413 -1.204 0.401 -1.825 0.388 -2.446 0.376 -3.067 1.524 0.919 1.516 0.919 1.508 0.919 1.5 0.919 1.492 0.919 1.484 0.919 1.476 0.919 1.468 0.919 1.46 0.919 1.452 0.919 1.621 -0.805 1.614 -0.805 1.606 -0.805 1.599 -0.805 1.592 -0.805 1.585 -0.805 1.577 -0.805 1.57 -0.805 1.563 -0.805 1.555 -0.805 Job#: MW-15-218 Date: 6/29/2015 Stresses Top bend Bot bend l_ksi) (ksi) 0 0 -2.16 2.16 -4.321 4.321 -6.481 6.481 -8.642 8.642 -10.802 10.802 -12.963 12.963 -15.123 15.123 -17.284 17.284 -19.444 19.444 -19.444 19.444 -4.268 4.268 7.376 -7.376 15.487 -15.487 20.066 -20.066 19.812 -19.812 14.726 -14.726 6.107 -6.107 -6.045 6.045 -21.729 21.729 0 0 2.414 -2.414 4.829 -4.829 7.243 -7.243 9.657 -9.657 12.071 -12.071 14.486 -14.486 16.9 -16.9 19.314 -19.314 21.729 -21.729 0 0 -1.924 1.924 -3.849 3.849 -5.773 5.773 -7.697 7.697 -9.622 9.622 -11.546 11.546 -13.47 13.47 -15.395 15.395 -17.319 17.319 Page:26 Customer: ,,Description: I Job#: MW-15-218 Legoland 46' X 50' Date: 6/29/2015 2 M2 1 4.061 12.041 68.078 0.445 2.754 -17.319 17.319 2 3.947 9.326 13.425 0.432 2.133 -3.415 3.415 3 3.834 6.612 -27.342 0.42 1.512 6.956 -6.956 4 3.721 3.898 -54.224 0.408 0.891 13.795 -13.795 5 3.607 1.183 -67.221 0.395 0.271 17.101 -17.101 6 3.494 -1.531 -66.332 0.383 -0.35 16.875 -16.875 7 3.381 -4.245 -51.558 0.37 -0.971 13.116 -13.116 8 3.267 -6.96 -22.898 0.358 -1.592 5.825 -5.825 9 3.154 -9.674 19.647 0.345 -2.212 -4.998 4.998 10 3.041 -12.388 76.077 0.333 -2.833 -19.354 19.354 2 M3 1 12.911 3.58 0 1.414 0.819 0 0 2 12.838 3.58 -8.453 1.406 0.819 2.15 -2.15 3 12.764 3.58 -16.906 1.398 0.819 4.301 -4.301 4 12.691 3.58 -25.359 1.39 0.819 6.451 -6.451 5 12.617 3.58 -33.812 1.382 0.819 8.602 -8.602 6 12.544 3.58 -42.265 1.374 0.819 10.752 -10.752 7 12.471 3.58 -50.718 1.366 0.819 12.903 -12.903 8 12.397 3.58 -59.171 1.358 0.819 15.053 -15.053 9 12.324 3.58 -67.624 1.35 0.819 17.204 -17.204 10 12.251 3.58 -76.077 1.342 0.819 19.354 -19.354 3 M1 1 12.8 -3.522 0 1.402 -0.805 0 0 2 12.733 -3.522 7.564 1.395 -0.805 -1.924 1.924 3 12.667 -3.522 15.129 1.387 -0.805 -3.849 3.849 4 12.6 -3.522 22.693 1.38 -0.805 -5.773 5.773 5 12.533 -3.522 30.258 1.373 -0.805 -7.698 7.698 6 12.466 -3.522 37.822 1.365 -0.805 -9.622 9.622 7 12.4 -3.522 45.386 1.358 -0.805 -11.546 11.546 8 12.333 -3.522 52.951 1.351 -0.805 -13.471 13.471 9 12.266 -3.522 60.515 1.344 -0.805 -15.395 15.395 10 12.2 -3.522 68.08 1.336 -0.805 -17.319 17.319 3 M2 1 4.056 12.041 68.08 0.444 2.754 -17.319 17.319 2 3.943 9.327 13.427 0.432 2.133 -3.416 3.416 3 3.83 6.612 -27.341 0.419 1.512 6.956 -6.956 4 3.716 3.898 -54.223 0.407 0.891 13.794 -13.794 5 3.603 1.183 -67.22 0.395 0.271 17.101 -17.101 6 3.49 -1.531 -66.332 0.382 -0.35 16.875 -16.875 7 3.376 -4.245 -51.558 0.37 -0.971 13.116 -13.116 8 3.263 -6.96 -22.899 0.357 -1.592 5.825 -5.825 9 3.15 -9.674 19.646 0.345 -2.212 -4.998 4.998 10 3.037 -12.388 76.076 0.333 -2.833 -19.354 19.354 Page:27 Customer: !.Description: I Job#: MW-15-218 Leg_oland 46' X 50' Date: 6/29/2015 3 M3 1 14.911 3.58 0 1.633 0.819 0 0 2 14.838 3.58 -8.453 1.625 0.819 2.15 -2.15 3 14.764 3.58 -16.906 1.617 0.819 4.301 -4.301 4 14.691 3.58 -25.359 1.609 0.8"19 6.451 -6.451 5 14.618 3.58 -33.811 1.601 0.8"19 8.602 -8.602 6 14.544 3.58 -42.264 1.593 0.8"19 10.752 -10.752 7 14.471 3.58 -50.717 1.585 0.8"19 12.902 -12.902 8 14.398 3.58 -59.17 1.577 0.8"19 15.053 -15.053 9 14.324 3.58 -67.623 1.569 0.8'19 17.203 -17.203 10 14.251 3.58 -76.076 1.561 0.8"19 19.354 -19.354 4 M1 1 -4.615 5.95 0 -0.505 1.3131 0 0 2 -4.655 5.29 -12.071 -0.51 1.21 3.071 -3.071 3 -4.695 4.631 -22.726 -0.514 1.0!i9 5.781 -5.781 4 -4.735 3.971 -31.963 -0.519 0.908 8.131 -8.131 5 -4.775 3.311 -39.783 -0.523 0.7!i7 10.121 -10.121 6 -4.815 2.651 -46.186 -0.527 0.606 11.75 -11.75 7 -4.855 1.992 -51.172 -0.532 0.4!i5 13.018 -13.018 8 -4.895 1.332 -54.74 -0.536 0.305 13.926 -13.926 9 -4.935 0.672 -56.892 -0.541 0.1!i4 14.473 -14.473 10 -4.975 0.012 -57.627 -0.545 0.003 14.66 -14.66 4 M2 1 -0.3 -4.967 -57.627 -0.033 -1.1:36 14.66 -14.66 2 -0.269 -4.225 -34.117 -0.029 -0.9156 8.679 -8.679 3 -0.238 -3.483 -14.402 -0.026 -0.797 3.664 -3.664 4 -0.207 -2.741 1.517 -0.023 -0.6:27 -0.386 0.386 5 -0.176 -1.999 13.641 -0.019 -0.467 -3.47 3.47 6 -0.145 -1.257 21.969 -0.016 -0.2138 -5.589 5.589 7 -0.114 -0.515 26.502 -0.012 -0.118 -6.742 6.742 8 -0.083 0.227 27.24 -0.009 O.O~i2 -6.93 6.93 9 -0.052 0.969 24.182 -0.006 o.2n -6.152 6.152 10 -0.021 1.711 17.329 -0.002 0.3~11 -4.409 4.409 4 M3 1 -1.312 1.746 0 -0.144 0.3~19 0 0 2 -1.356 1.539 -3.879 -0.149 0.3~i2 0.987 -0.987 3 -1.4 1.333 -7.269 -0.153 0.305 1.849 -1.849 4 -1.444 1.126 -10.172 -0.158 0.2~i7 2.588 -2.588 5 -1.488 0.919 -12.585 -0.163 0.21 3.202 -3.202 6 -1.532 0.712 -14.511 -0.168 0.1Ei3 3.692 -3.692 7 -1.576 0.505 -15.948 -0.173 0.116 4.057 -4.057 8 -1.62 0.298 -16.897 -0.177 0.0Ei8 4.299 -4.299 9 -1.664 0.092 -17.357 -0.182 0.02:1 4.416 -4.416 10 -1.708 -0.115 -17.329 -0.187 -0.0:!6 4.409 -4.409 Page: 28 Customer: ,,Description: I Job#: MW-15-218 Le~oland 46' X 50' Date: 6/29/2015 5 M1 1 1.667 -2.987 0 0.183 -0.683 0 0 2 1.627 -2.799 6.213 0.178 -0.64 -1.581 1.581 3 1.587 -2.611 12.023 0.174 -0.597 -3.059 3.059 4 1.547 -2.423 17.428 0.169 -0.554 -4.434 4.434 5 1.506 -2.234 22.429 0.165 -0.511 -5.706 5.706 6 1.466 -2.046 27.026 0.161 -0.468 -6.875 6.875 7 1.426 -1.858 31.219 0.156 -0.425 -7.942 7.942 8 1.386 -1.67 35.007 0.152 -0.382 -8.906 8.906 9 1.346 -1.482 38.392 0.147 -0.339 -9.767 9.767 10 1.306 -1.294 41.373 0.143 -0.296 -10.525 10.525 5 M2 1 1.319 1.252 41.373 0.144 0.286 -10.525 10.525 2 1.324 1.375 34.653 0.145 0.314 -8.816 8.816 3 1.329 1.497 27.306 0.146 0.342 -6.947 6.947 4 1.334 1.62 19.334 0.146 0.37 -4.919 4.919 5 1.339 1.742 10.735 0.147 0.398 -2.731 2.731 6 1.344 1.865 1.509 0.147 0.426 -0.384 0.384 7 1.35 1.987 -8.343 0.148 0.454 2.122 -2.122 8 1.355 2.11 -18.822 0.148 0.482 4.788 -4.788 9 1.36 2.232 -29.927 0.149 0.51 7.613 -7.613 10 1.365 2.355 -41.658 0.149 0.538 10.598 -10.598 5 M3 1 -2.013 -5.224 0 -0.221 -1.195 0 0 2 -2.057 -4.499 11.479 -0.225 -1.029 -2.92 2.92 3 -2.101 -3.774 21.245 -0.23 -0.863 -5.405 5.405 4 -2.145 -3.048 29.299 -0.235 -0.697 -7.454 7.454 5 -2.189 -2.323 35.641 -0.24 -0.531 -9.067 9.067 6 -2.233 -1.598 40.269 -0.245 -0.365 -10.244 10.244 7 -2.277 -0.872 43.185 -0.249 -0.2 -10.986 10.986 8 -2.321 -0.147 44.389 -0.254 -0.034 -11.293 11.293 9 -2.365 0.578 43.88 -0.259 0.132 -11.163 11.163 10 -2.409 1.304 41.658 -0.264 0.298 -10.598 10.598 6 M1 1 -7.639 5.66 0 -0.837 1.294 0 0 2 -7.679 5.275 -11.743 -0.841 1.207 2.987 -2.987 3 -7.719 4.891 -22.661 -0.845 1.119 5.765 -5.765 4 -7.759 4.507 -32.755 -0.85 1.031 8.333 -8.333 5 -7.799 4.123 -42.023 -0.854 0.943 10.691 -10.691 6 -7.839 3.739 -50.467 -0.859 0.855 12.839 -12.839 7 -7.879 3.355 -58.086 -0.863 0.767 14.777 -14.777 8 -7.919 2.971 -64.88 -0.867 0.68 16.505 -16.505 9 -7.959 2.587 -70.849 -0.872 0.592 18.024 -18.024 10 -7.999 2.203 -75.994 -0.876 0.504 19.333 -19.333 6 M2 1 -2.663 -7.895 -75.994 -0.292 -1.806 19.333 -19.333 2 -2.605 -6.497 -39.183 -0.285 -1.486 9.968 -9.968 3 -2.547 -5.099 -9.525 -0.279 -1.166 2.423 -2.423 4 -2.488 -3.7 12.981 -0.273 -0.846 -3.302 3.302 5 -2.43 -2.302 28.335 -0.266 -0.527 -7.208 7.208 6 -2.372 -0.904 36.536 -0.26 -0.207 -9.295 9.295 7 -2.313 0.494 37.584 -0.253 0.113 -9.561 9.561 8 -2.255 1.892 31.48 -0.247 0.433 -8.008 8.008 9 -2.197 3.291 18.223 -0.241 0.753 -4.636 4.636 10 -2.138 4.689 -2.186 -0.234 1.072 0.556 -0.556 6 M3 1 -4.199 2.192 0 -0.46 0.501 0 0 2 -4.243 1.682 -4.574 -0.465 0.385 1.164 -1.164 3 -4.287 1.172 -7.943 -0.47 0.268 2.021 -2.021 4 -4.331 0.662 -10.109 -0.4 74 0.151 2.572 -2.572 5 -4.375 0.152 -11.07 -0.479 0.035 2.816 -2.816 6 -4.419 -0.358 -10.827 -0.484 -0.082 2.754 -2.754 7 -4.463 -0.868 -9.38 -0.489 -0.198 2.386 -2.386 8 -4.508 -1.378 -6.729 -0.494 -0.315 1.712 -1.712 9 -4.552 -1.888 -2.873 -0.499 -0.432 0.731 -0.731 10 -4.596 -2.398 2.186 -0.503 -0.548 -0.556 0.556 7 M1 1 -1.443 -3.173 0 -0.158 -0.726 0 0 2 -1.483 -2.709 6.316 -0.162 -0.62 -1.607 1.607 3 -1.523 -2.245 11.636 -0.167 -0.513 -2.96 2.96 4 -1.563 -1.781 15.959 -0.171 -0.407 -4.06 4.06 5 -1.603 -1.317 19.286 -0.176 -0.301 -4.906 4.906 6 -1.643 -0.853 21.616 -0.18 -0.195 -5.499 5.499 Page:29 Customer: lDescription: I Job#: MW-15-218 Le_g_oland 46' X 50' Date: 6/29/2015 7 -1.683 -0.389 22.95 -0.184 -0.089 -5.839 5.839 8 -1.723 0.075 23.288 -0.189 0.017 -5.924 5.924 9 -1.763 0.539 22.629 -0.193 0.123 -5.757 5.757 10 -1.803 1.003 20.974 -0.198 0.:229 -5.336 5.336 7 M2 1 -1.047 -1.761 20.974 -0.115 -0.403 -5.336 5.336 2 -1.015 -0.983 27.992 -0.111 -0.225 -7.121 7.121 3 -0.982 -0.204 31.026 -0.108 -0.047 -7.893 7.893 4 -0.95 0.575 30.077 -0.104 0:131 -7.652 7.652 5 -0.917 1.354 25.144 -0.1 0.31 -6.397 6.397 6 -0.885 2.132 16.227 -0.097 0.488 -4.128 4.128 7 -0.852 2.911 3.327 -0.093 0.!366 -0.846 0.846 8 -0.82 3.69 -13.557 -0.09 O.B44 3.449 -3.449 9 -0.787 4.469 -34.424 -0.086 1.022 8.757 -8.757 10 -0.755 5.247 -59.275 -0.083 1.2 15.08 -15.08 7 M3 1 -4.815 -4.689 0 -0.527 -1.072 0 0 2 -4.859 -4.267 10.573 -0.532 -0.976 -2.69 2.69 3 -4.903 -3.845 20.15 -0.537 -0.1379 -5.126 5.126 4 -4.947 -3.423 28.729 -0.542 -0."783 -7.309 7.309 5 -4.991 -3.001 36.312 -0.547 -0.686 -9.238 9.238 6 -5.035 -2.578 42.898 -0.552 -0.59 -10.913 10.913 7 -5.079 -2.156 48.488 -0.556 -0.493 -12.335 12.335 8 -5.123 -1.734 53.08 -0.561 -0.:397 -13.504 13.504 9 -5.167 -1.312 56.676 -0.566 -0.3 -14.418 14.418 10 -5.211 -0.89 59.275 -0.571 -0203 -15.08 15.08 8 M1 1 1.95 0.628 0 0.214 0.144 0 0 2 1.883 0.628 -1.35 0.206 0.144 0.343 -0.343 3 1.816 0.628 -2.7 0.199 0.144 0.687 -0.687 4 1.749 0.628 -4.049 0.192 0.144 1.03 -1.03 5 1.683 0.628 -5.399 0.184 0.144 1.374 -1.374 6 1.616 0.628 -6.749 0.177 0.144 1.717 -1.717 7 1.549 0.628 -8.099 0.17 0.144 2.06 -2.06 8 1.482 0.628 -9.449 0.162 0.144 2.404 -2.404 9 1.416 0.628 -10.798 0.155 0.144 2.747 -2.747 10 1.349 0.628 -12.148 0.148 0.144 3.09 -3.09 8 M2 1 0.656 1.323 -12.148 0.072 0.303 3.09 -3.09 2 0.633 0.781 -17.529 0.069 0.179 4.459 -4.459 3 0.61 0.239 -20.136 0.067 0.055 5.123 -5.123 4 0.588 -0.304 -19.97 0.064 -0.069 5.08 -5.08 5 0.565 -0.846 -17.03 0.062 -0.193 4.333 -4.333 6 0.542 -1.388 -11.318 0.059 -0.317 2.879 -2.879 7 0.52 -1.93 -2.832 0.057 -0.441 0.72 -0.72 8 0.497 -2.472 8.427 0.054 -0.565 -2.144 2.144 9 0.475 -3.014 22.46 0.052 -0.689 -5.714 5.714 10 0.452 -3.556 39.265 0.05 -0.813 -9.989 9.989 8 M3 1 4.195 1.848 0 0.459 0.4:23 0 0 2 4.121 1.848 -4.363 0.451 0.4:23 1.11 -1.11 3 4.048 1.848 -8.726 0.443 0.4:23 2.22 -2.22 4 3.974 1.848 -13.088 0.435 0.4:23 3.33 -3.33 5 3.901 1.848 -17.451 0.427 0.423 4.44 -4.44 6 3.828 1.848 -21.814 0.419 0.423 5.549 -5.549 7 3.754 1.848 -26.177 0.411 0.4:23 6.659 -6.659 8 3.681 1.848 -30.54 0.403 0.4:23 7.769 -7.769 9 3.608 1.848 -34.902 0.395 0.4:23 8.879 -8.879 10 3.534 1.848 -39.265 0.387 0.423 9.989 -9.989 9 M1 1 4.133 -2.047 0 0.453 -0.4,68 0 0 2 4.066 -2.047 4.396 0.445 -0.4168 -1.118 1.118 3 4 -2.047 8.791 0.438 -0.4168 -2.237 2.237 4 3.933 -2.047 13.187 0.431 -0.4158 -3.355 3.355 5 3.866 -2.047 17.583 0.423 -0.468 -4.473 4.473 6 3.799 -2.047 21.978 0.416 -0.4138 -5.591 5.591 7 3.733 -2.047 26.374 0.409 -0.4138 -6.71 6.71 8 3.666 -2.047 30.77 0.402 -0.468 -7.828 7.828 9 3.599 -2.047 35.165 0.394 -0.468 -8.946 8.946 10 3.532 -2.047 39.561 0.387 -0.4138 -10.064 10.064 9 M2 1 0.945 3.496 39.561 0.104 o.a -10.064 10.064 2 0.923 2.954 23.063 0.101 0.6i'6 -5.867 5.867 Page: 30 Customer: I Description: I Job #: MW-15-218 Legoland 46' X 50' Date: 6/29/2015 3 0.9 2.412 9.339 0.099 0.552 -2.376 2.376 4 0.877 1.87 -1.612 0.096 0.428 0.41 -0.41 5 0.855 1.328 -9.79 0.094 0.304 2.491 -2.491 6 0.832 0.785 -15.195 0.091 0.18 3.866 -3.866 7 0.809 0.243 -17.826 0.089 0.056 4.535 -4.535 8 0.787 -0.299 -17.684 0.086 -0.068 4.499 -4.499 9 0.764 -0.841 -14.769 0.084 -0.192 3.757 -3.757 10 0.741 -1.383 -9.081 0.081 -0.316 2.31 -2.31 9 M3 1 2.011 -0.427 0 0.22 -0.098 0 0 2 1.938 -0.427 1.009 0.212 -0.098 -0.257 0.257 3 1.864 -0.427 2.018 0.204 -0.098 -0.513 0.513 4 1.791 -0.427 3.027 0.196 -0.098 -0.77 0.77 5 1.718 -0.427 4.036 0.188 -0.098 -1.027 1.027 6 1.644 -0.427 5.045 0.18 -0.098 -1.283 1.283 7 1.571 -0.427 6.054 0.172 -0.098 -1.54 1.54 8 1.498 -0.427 7.063 0.164 -0.098 -1.797 1.797 9 1.424 -0.427 8.072 0.156 -0.098 -2.053 2.053 10 1.351 -0.427 9.081 0.148 -0.098 -2.31 2.31 Page: 31 Description: Le oland 46' x 50' Job #: MW-15-218 Date: 6/29/2015 ASD Code Checks (A!SC 14th Edition) Code Checks (Dead Load+ Live Load+ Concentrated Load) -0 + L + P (Centered) Member I Shape I Code Check M1 W16x31 0.983 M2 W16x31 M3 W16x31 0.907 0.794 I Location (ft) I Shear Check I Location (ft) I Pnc/0 (kips) I Pn1/0 (kips) I Mn/0 (k-11) I 19.33 0.045 0 172.823 273.353 17.54 46.04 0.153 46.04 215.803 273.353 17.54 21.25 0.046 0 172.823 273.353 17.54 Code Checks (Dead Load+ Live Load + Concentrated Load) -0 + L + P (Left) MnzfO (k-11) 80.855 95.035 113.049 Member I Shape I Code Check I Location (ft) I Shear Check I Location (ft) I Pnc/0 (kips) I Pnt/0 (kips) I Mn/0 (k-It) I MnzfO (k-ft) M1 W16x31 0.883 0.808 0.708 19.33 0.04 0 172.823 273.:353 17.54 80.855 M2 W16x31 46.04 0.142 46.04 215.803 273.:353 17.54 95.035 M3 W16x31 21.25 0.041 0 172.823 273.::..::35:.:::3 ___ 1:..:.7.:..:.5:...:.4 __ ..:...11:..::3.:..:.0:...:.4::...9 __J Code Checks (Dead Load+ Live Load + Concentrated Load) -0 + L + P (Right) Member I Shape I M1 W16x31 M2 W16x31 M3 W16x31 Code Check 0.877 0.808 0.714 I Location (ft) I Shear Check I 19.33 0.04 46.04 0.142 21.25 0.041 Code Checks (Dead Load+ Wind Load (-Gcpi)) -+ 0 60 06W , v= o· Member I Shape I Code Check j Location (fl)L Shear Check I M1 W16x31 0.519 19.33 0.068 M2 W16x31 0.43 0 0.057 M3 W16x31 0.157 20.069 0.02 Code Checks (Dead Load+ Wind Load (-GcpiJJ -0 60 0 6W 180° + 'y_= Member I Shape I Code Check I Location (ft) I Shear Check I M1 W16x31 0.515 19.33 0.034 M2 W16x31 0.438 0 0.027 M3 W16x31 0.554 17.118 0.06 Code Checks (Dead Load+ Wind Load (+GcpiJJ -0 60 0 6W o + 'y = • Member I Shape I Code Check I Location (ft) I Shear Check I M1 W16x31 0.687 19.33 0.065 M2 W16x31 0.571 0 0.09 M3 W16x31 0.106 10.035 0.027 Code Checks (Dead Load+ Wind Load (+Gcpi)) -0 60 0 6W 180' + 'y_= Member I Shape I Code Check M1 W16x31 0.291 M2 W16x31 0.443 M3 W16x31 0.743 Code Checks (Dead Load+ Seismic Load) -0 + 0.7E, y = 0 Member I Shape I Code Check M1 W16x31 0.111 M2 W16x31 0.414 M3 W16x31 0.358 Code Checks (Dead Load + Seismic Load) -0 + 0.7E, y = 180° I Location (ft) I Shear Check I 14.498 0.036 46.04 0.06 21.25 0.054 I Location (ft) I Shear Check I 19.33 0.007 46.04 0.041 21.25 0.021 Location (ft) I PncfO (kips) I PntfO (kips) I Mn/0 (k-11) I 0 172.823 273.:353 17.54 46.04 215.803 273.353 17.54 0 172.823 273.:353 17.54 Location (ft) j P nciO (kips) I P ntfO (kips) I Mn/0 (k-It) I 0 172.823 273.:!53 17.54 0 215.803 273.:153 17.54 0 172.823 273.:153 17.54 Location (ft) I P nciO (kips) I P ntfO (kips) I Mn/0 (k-It) I 0 172.823 273.~153 17.54 46.04 215.803 273.a53 17.54 0 172.823 273.~153 17.54 Location (ft) I PncfO (kips) I PntfO (•kips) I Mn/0 (k-It) I 0 172.823 273.~153 17.54 0 215.803 273.~153 17.54 21.25 172.823 273.~153 17.54 Location (ft) I p nciO (kips) I p nt/0 (l<ips) I Mn/0 (k-It) I 0 172.823 273.3>53 17.54 46.04 215.803 273.3153 17.54 0 172.823 273.3.53 17.54 Location (ft) I P nciO (kips) I P ntfO (kips) I Mn/0 (k-It) I 0 172.823 273.3.53 17.54 46.04 215.803 273.353 17.54 0 172.823 273.353 17.54 Member I Shape I Code Check 0.5 0.418 0.116 I Location (ft) I Shear Check I Location (ft) I p nc/0 (kips) I p ntiO (kips) I Mn/0 (k-It) I M1 W16x31 19.33 0.023 0 172.823 273.353 17.54 M2 W16x31 0 0.04 0 215.803 273.353 17.54 M3 W16x31 21.25 0.005 0 172.823 273.353 17.54 80.855 95.035 113.049 MnzfO (k-It) 113.049 134.167 113.049 Mnz/0 (k-It) 80.855 95.035 80.855 MnzfO (k-11) 113.049 134.167 113.049 Mnz/0 (k-ft) 80.855 134.167 80.855 MnzfO (k-11) 113.049 95.035 113.049 Mnz/0 (k-It) 80.855 95.035 80.855 Page:32 Description: 46' X 50' Job#: MW-15-218 Date: 6/29/2015 Design Endwall Rigid Frame *Drawing not to scale ..---------------_1M2~--------------li·H ~J2 gr-11 • 13 Member Material Properties Material E (ksi) G (ksi) Fy (ksi) Density(kip/ft ) Steel 29,000 11,154 50 490 Design Parameters Member K Lat. Support Lat. Support Cb Cm Inside (ft) Inside (ft) M1 1.5 7.3 12.0 1.0 0.85 M2 0.9 4.2 8.4 1.0 0.85 M3 1.5 7.3 12.0 1.0 0.85 Joint Locations Joint X (ft) Y(ftl_ N1 0 0 N2 0 19.33 N3 46 0 N4 46 21.25 Page: 33 Member Designation Member Type Length (ft) M1 M2 M3 WF WF WF 19.33 46.04 21.25 Basic Load Case #1: Self Weight -Loads calculated by program Basic Load Case #1: Dead Load POL= (31b/ft2) * (12.5 ft) = 37.5 lb/ft PCL = (5 lb/ft2) * (12.5 ft) = 62.51b/ft Basic Load Case #2: Live Load PLL = (12.51b/ft2) * (12.5 ft) = 156.251b/ft Live Load Reduced Per CBC 2013 Basic Load Case #3: Wind Load (-Gcpil Transverse Direction: Description: 46' X 50' Wall inward = qh*b*[(GCpf)-(GCpi)] = 23.8 lb/ft2 * 12.5 ft [(0.86)] ft = 255.9 lb/ft Roofoutward = qh*b*[(GCpf)-(GCpi)] = 23.81b/ft2 * 12.5 ft [(-0.585)] ft = -174.1 lb/ft Roofoutward = qh*b*[(GCpf)-(GCpi)] = 23.81b/ft2 * 12.5 ft [(-0.245)] ft = -72.91b/ft Walloutward = qh*b*[(GCpf)-(GCpi)] = 23.81blft2 * 12.5 ft [(-0.245)] ft = -72.9 lb/ft Basic Load Case #4: Wind Load (+Gcpil Transverse Direction: Wall inward= qh*b*[(GCpf) + (GCpi)] = 23.81b/ft2 * 12.5 ft [(0.5)] ft = 148.81b/ft Roofoutward = qh*b*[(GCpf) + (GCpi)] = 23.8 lbtft• * 12.5 ft [(-0.945)] ft = -281.2 lb/ft Roofoutward = qh*b*[(GCpf) + (GCpi)] = 23.8 lblft2 * 12.5 ft [(-0.605)] ft = -180 lb/ft Walloutward = qh*b*[(GCpf) + (GCpi)] = 23.81b/ft2 * 12.5 ft [(-0.605)] ft = -180 lb/ft Job#: MW-15-218 Date: 6/29/2015 Page:34 Description: 46' X 50' Basic Load Case #5 & #6: Seismic Load & Amplified Seismic Load (Interior Frame) -Ordinary Steel Moment Frame Seismic Design Parameters (See Basic Loads for Calculations) Site Class: D SOC: D TL= 8 Seconds Ss= 1.13 S1= 0.44 Fa= 1.05 Fv= 1.57 SMs= 1.18 SM1= 0.68 Sos= 0.79 So1= 0.45 Approximate Fundamental Period !Tal Ta = CThnx CT = 0.028 -Table 12.8-2 ASCE 7-05 x= 0.8 -Table 12.8-2 ASCE 7-05 hn= 19.33 ft -Building Eave Height Ta = 0.028(19.33 feet)A0.8 = 0.299 Seconds Seismic Weight PDL(ROOF) = 7 lb/ft" -Weight of Roof+ Collateral PoL(WALL) = 2 lb/ft" -Weight of Walls WFrame = 14 lb/ft -Frame Weight Roof Area= (46 ft)(12.5 ft) = 575 ft2 SideWall Area= 2(19.33 ft)(12.5 ft) = 483.25 ft2 EndWall Area= (19.33 ft)(46 ft) + 112(46 ft)(0.96 ft) = 911.26 ft2 Roof Weight= (575 ft2)(7 psf) + (14/b!ft)(46 ft) = 4669 lb = 4.67 kips SideWall Weight= 112((483.25 ft2)(2 psf) + (141blft)(19 33ft))= 619 lb = 0.62 kips EndWall Weight= 112((483.25 ft2)(2 psf) = 911/b = 0.91 kips Concentrated Load = 2 kips Total Effective Seismic Weight= 8199 lb = 8.199 kips Design Coefficients and Factors R= 3.5 0 = 0 p= 3 1.3 Seismic Base Shear V=CsW Where: Cs = S0sf{R/I) Cs = 0.226 Except Cs need not exceed: forT:>TL forT> TL Cs = S0/T(R/I) Cs = 0.433 -Table 12.2-1 ASCE 7-05 -Table 12.2-1 ASCE 7-05 -Section 12.3.4 ASCE 7-05 -Eq. 12.8-1 ASCE 7-05 T = 0.299 Seconds < TL = 8 Seconds -Eq. 12.8-2 ASCE 7-05 -Eq. 12.8-3 ASCE 7-05 Job#: MW-15-218 Date: 6/29/2015 Page: 35 Cs-S01TLfT (R/1) N/A and Cs shall not be taken less than: Cs = 0.01 Description: 46' X 50' -Eq. 12.8-4 ASCE 7-05 -Eq. 12.8-5 ASCE 7-05 and in addition, if S1 ;;, 0.6, then Cs shall not be taken less than: Cs = 0.581/(R/1) Cs = 0.062 Use Cs = 0.226 V=CsW -Eq. 12.8-6 ASCE 7-05 V = (0.226)(8.199 kips) = 1.85 kips Seismic Load Effect !El Eh = pQ, Ev = 0.2S0s0 E = Eh-Ev E = Eh + Ev Where, Ev = ±0.2(0.79)(0) = ±0.1580 Eh = (1.3)(1.85 kips)= 2.41 kips Maximum Seismic Load Effect !Eml Emh = OoOE Ev = ±0.2S05D Em = Emh + Ev = 000., + 0.2S05D Em = Emh -Ev = 0 00.,-0.2S05D Where, Ev = ±0.2(0.79)(0) = ±0.1580 Emh = (3)(1 .85 kips) /1 .2 = 4.63 kips -Eq. 12.4-3 ASCE 7-05 -Eq.12.4-4 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 -Eq. 12.8-1 ASCE 7-05 Job #: MW-15-218 Date: 6/29/2015 Page:36 Description: 46' X 50' Summary-Seismic Load Effects for Interior Frames E = 2.41 kips -Use to design frame members EEave = 1.2 kips -Force Used with Load Combination (Each Side) Emh = 4.63 kips -Use to design moment connections of frame EmEave = 2.31 kips -Force Used with Load Combination (Each Side) Load Combinations LC Load Combination BLC Factor 1 0 + L + P (Centered) 1 1 2 0 + L + P (Left) 1 1 3 0 + L + P (Right) 1 1 4 0.60 + 0.6W (-Gcpi), y = oo 1 0.6 5 0.60 + 0.6W (-Gcpi), y = 180° 1 0.6 6 0.60 + 0.6W (+Gcpi), y = oo 1 0.6 7 0.60 + 0.6W (+Gcpi), y = 180° 1 0.6 8 0 + 0.7E 1 1 9 0-0.7E 1 1 Results Consider the following_ member designations: Member WF M1 W14X22 M2 W16X31 M3 W14X22 Joint Reactions Load Combination Joint X (kips) Y(kips) 1 N1 1.84 7.315 1 N3 -1.84 7.358 2 N1 1.479 8.317 2 N3 -1.479 6.356 3 N1 1.476 6.317 3 N3 -1.476 8.356 4 N1 -2.928 -2.365 4 N3 -0.972 -0.708 5 N1 1.532 0.782 5 N3 2.579 -1.064 6 N1 -2.756 -3.882 6 N3 -1.267 -2.147 7 N1 1.704 -0.767 7 N3 2.284 -2.471 8 N1 -0.629 0.682 8 N3 -1.051 2.208 9 N1 1.205 2.186 9 N3 0.475 0.704 BLC Factor 2 1 2 1 2 1 4 0.6 5 0.6 6 0.6 7 0.6 8 0.7 8 0.7 Job #: MW-15-218 Date: 6/29/2015 BLC Factor 3 1 3 1 3 1 Page:37 Member Forces and Stresses Load Combination Member 1 M1 1 M2 1 M3 2 M1 I Section I 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Description: 46' X 50' Axial (kips) 7.315 7.292 7.268 7.244 7.22 7.197 7.173 7.149 7.126 7.102 2.135 2.078 2.022 1.965 1.908 1.768 1.712 1.655 1.598 1.542 7.358 7.332 7.306 7.28 7.254 7.228 7.202 7.175 7.149 7.123 8.317 8.294 8.27 8.246 8.223 8.199 8.175 8.151 8.128 8.104 Forces Shear Moment (kips) (kips-ft) -1.827 0 -1.827 3.925 -1.827 7.85 -1.827 11.775 -1.827 15.7 -1.827 19.625 -1.827 23.55 -1.827 27.475 -1.827 31.4 -1.827 35.325 7.019 35.325 5.662 2.89 4.305 -22.601 2.947 -41.15 1.59 -52.757 -1.765 -52.309 -3.122 -39.808 -4.48 -20.364 -5.837 6.023 -7.194 39.352 1.852 0 1.852 -4.372 1.852 -8.745 1.852 -13.117 1.852 -17.49 1.852 -21.862 1.852 -26.235 1.852 -30.607 1.852 -34.98 1.852 -39.352 -1.467 0 -1.467 3.152 -1.467 6.303 -1.467 9.455 -1.467 12.606 -1.467 15.758 -1.467 18.909 -1.467 22.061 -1.467 25.212 -1.467 28.364 1 I Axial (ksi) 1.127 1.124 1.12 1.116 1.113 1.109 1.105 1.102 1.098 1.094 0.234 0.228 0.221 0.215 0.209 0.194 0.187 0.181 0.175 0.169 1.134 1.13 1.126 1.122 1.118 1.114 1.11 1.106 1.102 1.098 1.282 1.278 1.274 1.271 1.267 1.263 1.26 1.256 1.252 1.249 Job#: MW-15-218 Date: 6/29/2015 Stresses Slhear Top bend Bot bend (ksi) (ksi) (ksi) -0.58 0 0 -0.58 -1.621 1.621 -0.58 -3.243 3.243 -0.58 -4.864 4.864 -0.58 -6.485 6.485 -0.58 -8.106 8.106 -0.58 -9.728 9.728 -0.58 -11.349 11.349 -0.58 -12.97 12.97 -0.58 -14.591 14.591 1.1505 -8.987 8.987 1 .. 295 -0.735 0.735 0.!984 5.75 -5.75 0.1374 10.469 -10.469 0.:364 13.421 -13.421 -0.404 13.307 -13.307 -0.714 10.127 -10.127 -1.024 5.181 -5.181 -1.335 -1.532 1.532 -1.645 -10.011 10.011 O.!i88 0 0 O.!i88 1.806 -1.806 O.!i88 3.612 -3.612 O.!i88 5.418 -5.418 O.!i88 7.225 -7.225 O.!i88 9.031 -9.031 O.!i88 10.837 -10.837 O.!i88 12.643 -12.643 O.!i88 14.449 -14.449 O.!i88 16.255 -16.255 -0.466 0 0 -0.466 -1.302 1.302 -0.466 -2.604 2.604 -0.466 -3.905 3.905 -0.466 -5.207 5.207 -0.466 -6.509 6.509 -0.466 -7.811 7.811 -0.466 -9.113 9.113 -0.466 -10.414 10.414 -0.466 -11.716 11.716 Page:38 Customer: ,,Description: I Job#: MW-15-218 Legoland 46' X 50' Date: 6/29/2015 2 M2 1 1.732 6.037 28.364 0.19 1.381 -7.216 7.216 2 1.676 4.68 0.953 0.184 1.07 -0.242 0.242 3 1.619 3.323 -19.516 0.177 0.76 4.965 -4.965 4 1.562 1.965 -33.042 0.171 0.45 8.406 -8.406 5 1.506 0.608 -39.625 0.165 0.139 10.081 -10.081 6 1.449 -0.749 -39.266 0.159 -0.171 9.989 -9.989 7 1.392 -2.106 -31.964 0.153 -0.482 8.132 -8.132 8 1.336 -3.463 -17.719 0.146 -0.792 4.508 -4.508 9 1.279 -4.82 3.468 0.14 -1.102 -0.882 0.882 10 1.223 -6.178 31.599 0.134 -1.413 -8.039 8.039 2 M3 1 6.356 1.487 0 0.979 0.472 0 0 2 6.33 1.487 -3.511 0.975 0.472 1.45 -1.45 3 6.304 1.487 -7.022 0.971 0.472 2.901 -2.901 4 6.278 1.487 -10.533 0.967 0.472 4.351 -4.351 5 6.252 1.487 -14.044 0.963 0.472 5.801 -5.801 6 6.225 1.487 -17.555 0.959 0.472 7.251 -7.251 7 6.199 1.487 -21.066 0.955 0.472 8.702 -8.702 8 6.173 1.487 -24.577 0.951 0.472 10.152 -10.152 9 6.147 1.487 -28.088 0.947 0.472 11.602 -11.602 10 6.121 1.487 -31.599 0.943 0.472 13.052 -13.052 3 M1 1 6.317 -1.467 0 0.973 -0.466 0 0 2 6.294 -1.467 3.152 0.97 -0.466 -1.302 1.302 3 6.27 -1.467 6.303 0.966 -0.466 -2.604 2.604 4 6.246 -1.467 9.455 0.962 -0.466 -3.905 3.905 5 6.222 -1.467 12.606 0.959 -0.466 -5.207 5.207 6 6.199 -1.467 15.758 0.955 -0.466 -6.509 6.509 7 6.175 -1.467 18.91 0.951 -0.466 -7.811 7.811 8 6.151 -1.467 22.061 0.948 -0.466 -9.113 9.113 9 6.128 -1.467 25.213 0.944 -0.466 -10.415 10.415 10 6.104 -1.467 28.364 0.941 -0.466 -11.716 11.716 3 M2 1 1.73 6.037 28.364 0.189 1.381 -7.216 7.216 2 1.673 4.68 0.953 0.183 1.07 -0.242 0.242 3 1.616 3.323 -19.516 0.177 0.76 4.965 -4.965 4 1.56 1.966 -33.042 0.171 0.45 8.406 -8.406 5 1.503 0.608 -39.625 0.165 0.139 10.081 -10.081 6 1.446 -0.749 -39.266 0.158 -0.171 9.989 -9.989 7 1.39 -2.106 -31.964 0.152 -0.482 8.132 -8.132 8 1.333 -3.463 -17.719 0.146 -0.792 4.508 -4.508 9 1.276 -4.82 3.468 0.14 -1.102 -0.882 0.882 10 1.22 -6.178 31.598 0.134 -1.413 -8.039 8.039 Page:39 Customer: !.Description: I Job#: MW-15-218 Legoland 46' X 50' Date: 6/29/2015 3 M3 1 8.356 1.487 0 1.288 0.472 0 0 2 8.33 1.487 -3.511 1.283 0.472 1.45 -1.45 3 8.304 1.487 -7.022 1.279 0.472 2.9 -2.9 4 8.278 1.487 -10.533 1.275 0.472 4.351 -4.351 5 8.252 1.487 -14.044 1.271 0.472 5.801 -5.801 6 8.226 1.487 -17.555 1.267 0.472 7.251 -7.251 7 8.2 1.487 -21.066 1.263 0.472 8.701 -8.701 8 8.173 1.487 -24.576 1.259 0.472 10.152 -10.152 9 8.147 1.487 -28.087 1.255 0.472 11.602 -11.602 10 8.121 1.487 -31.598 1.251 0.472 13.052 -13.052 4 M1 1 -2.365 2.898 0 -0.364 0.92 0 0 2 -2.379 2.568 -5.87 -0.367 0.815 2.425 -2.425 3 -2.393 2.238 -11.032 -0.369 0.71 4.557 -4.557 4 -2.408 1.908 -15.485 -0.371 0.,606 6.396 -6.396 5 -2.422 1.578 -19.229 -0.373 0.501 7.943 -7.943 6 -2.436 1.249 -22.265 -0.375 0.:396 9.197 -9.197 7 -2.45 0.919 -24.592 -0.378 0.:292 10.158 -10.158 8 -2.465 0.589 -26.211 -0.38 0.187 10.827 -10.827 9 -2.479 0.259 -27.121 -0.382 0.082 11.203 -11.203 10 -2.493 -0.071 -27.323 -0.384 -0.023 11.286 -11.286 4 M2 1 -0.063 -2.493 -27.323 -0.007 -0.57 6.951 -6.951 2 -0.047 -2.122 -15.521 -0.005 -0.485 3.949 -3.949 3 -0.032 -1.751 -5.617 -0.004 -0.4 1.429 -1.429 4 -0.016 -1.38 2.389 -0.002 -0.316 -0.608 0.608 5 0 -1.009 8.498 0 -0 .. 231 -2.162 2.162 6 0.014 -0.638 12.709 0.002 -0.146 -3.233 3.233 7 0.03 -0.267 15.022 0.003 -0.061 -3.822 3.822 8 0.045 0.104 15.438 0.005 0.024 -3.927 3.927 9 0.061 0.475 13.956 0.007 0.'109 -3.55 3.55 10 0.076 0.846 10.576 0.008 0.'194 -2.691 2.691 4 M3 1 -0.708 0.963 0 -0.109 0.:106 0 0 2 -0.723 0.86 -2.152 -0.111 0.<!73 0.889 -0.889 3 -0.739 0.756 -4.06 -0.114 0.24 1.677 -1.677 4 -0.755 0.653 -5.723 -0.116 0207 2.364 -2.364 5 -0.77 0.549 -7.142 -0.119 0.174 2.95 -2.95 6 -0.786 0.446 -8.318 -0.121 0.142 3.436 -3.436 7 -0.802 0.343 -9.249 -0.124 0.109 3.82 -3.82 8 -0.817 0.239 -9.935 -0.126 0.076 4.104 -4.104 9 -0.833 0.136 -10.378 -0.128 0.043 4.287 -4.287 10 -0.849 0.032 -10.576 -0.131 0.01 4.369 -4.369 Page:40 Customer: !.Description: I Job#: MW-15-218 Legoland 46' X 50' Date: 6/29/2015 5 M1 1 0.782 -1.542 0 0.12 -0.489 0 0 2 0.767 -1.448 3.211 0.118 -0.459 -1.326 1.326 3 0.753 -1.354 6.219 0.116 -0.43 -2.569 2.569 4 0.739 -1.26 9.026 0.114 -0.4 -3.728 3.728 5 0.725 -1.166 11.63 0.112 -0.37 -4.804 4.804 6 0.711 -1.072 14.032 0.109 -0.34 -5.796 5.796 7 0.696 -0.977 16.233 0.107 -0.31 -6.705 6.705 8 0.682 -0.883 18.231 0.105 -0.28 -7.531 7.531 9 0.668 -0.789 20.027 0.103 -0.25 -8.273 8.273 10 0.654 -0.695 21.622 0.101 -0.221 -8.931 8.931 5 M2 1 0.712 0.624 21.622 O.Q78 0.143 -5.501 5.501 2 0.715 0.686 18.271 O.Q78 0.157 -4.648 4.648 3 0.717 0.747 14.606 0.079 0.171 -3.716 3.716 4 0.72 0.808 10.629 0.079 0.185 -2.704 2.704 5 0.722 0.869 6.338 0.079 0.199 -1.612 1.612 6 0.725 0.931 1.734 0.079 0.213 -0.441 0.441 7 0.727 0.992 -3.183 0.08 0.227 0.81 -0.81 8 0.73 1.053 -8.414 0.08 0.241 2.14 -2.14 9 0.732 1.114 -13.957 0.08 0.255 3.551 -3.551 10 0.735 1.176 -19.814 0.081 0.269 5.041 -5.041 5 M3 1 -1.064 -2.564 0 -0.164 -0.814 0 0 2 -1.08 -2.202 5.627 -0.166 -0.699 -2.324 2.324 3 -1.096 -1.839 10.397 -0.169 -0.584 -4.295 4.295 4 -1.111 -1.476 14.311 -0.171 -0.469 -5.912 5.912 5 -1.127 -1.114 17.369 -0.174 -0.353 -7.175 7.175 6 -1.143 -0.751 19.571 -0.176 -0.238 -8.084 8.084 7 -1.158 -0.388 20.916 -0.178 -0.123 -8.64 8.64 8 -1.174 -0.026 21.405 -0.181 -0.008 -8.842 8.842 9 -1.19 0.337 21.038 -0.183 0.107 -8.69 8.69 10 -1.205 0.7 19.814 -0.186 0.222 -8.185 8.185 6 M1 1 -3.882 2.708 0 -0.598 0.859 0 0 2 -3.896 2.516 -5.61 -0.6 0.798 2.317 -2.317 3 -3.91 2.324 -10.807 -0.603 0.738 4.464 -4.464 4 -3.925 2.132 -15.592 -0.605 0.677 6.441 -6.441 5 -3.939 1.94 -19.965 -0.607 0.616 8.247 -8.247 6 -3.953 1.748 -23.925 -0.609 0.555 9.882 -9.882 7 -3.967 1.556 -27.473 -0.611 0.494 11.348 -11.348 8 -3.982 1.364 -30.608 -0.613 0.433 12.643 -12.643 9 -3.996 1.172 -33.331 -0.616 0.372 13.768 -13.768 10 -4.01 0.98 -35.641 -0.618 0.311 14.722 -14.722 6 M2 1 -1.195 -3.964 -35.641 -0.131 -0.907 9.067 -9.067 Page:41 Customer: I Description: I Job#: MW-15-218 Leg_oland 46' X 50' Date: 6/29/2015 2 -1.165 -3.265 -17.153 -0.128 -0."747 4.364 -4.364 3 -1.136 -2.565 -2.241 -0.124 -0.~587 0.57 -0.57 4 -1.107 -1.866 9.095 -0.121 -0.427 -2.314 2.314 5 -1.078 -1.167 16.854 -0.118 -0.:267 -4.288 4.288 6 -1.049 -0.468 21.038 -0.115 -0."107 -5.352 5.352 7 -1.019 0.231 21.645 -0.112 0.053 -5.506 5.506 8 -0.99 0.93 18.676 -0.108 0213 -4.751 4.751 9 -0.961 1.629 12.13 -0.105 0.~173 -3.086 3.086 10 -0.932 2.328 2.008 -0.102 O.ti32 -0.511 0.511 6 M3 1 -2.147 1.242 0 -0.331 0.~194 0 0 2 -2.162 0.987 -2.631 -0.333 0.~113 1.087 -1.087 3 -2.178 0.732 -4.661 -0.336 02.32 1.925 -1.925 4 -2.193 0.477 -6.088 -0.338 0.151 2.515 -2.515 5 -2.209 0.222 -6.913 -0.34 0.07 2.856 -2.856 6 -2.225 -0.033 -7.137 -0.343 -0.01 2.948 -2.948 7 -2.24 -0.288 -6.758 -0.345 -0.091 2.791 -2.791 8 -2.256 -0.543 -5.777 -0.348 -0.'172 2.386 -2.386 9 -2.272 -0.798 -4.193 -0.35 -0.:153 1.732 -1.732 10 -2.287 -1.053 -2.008 -0.352 -0.:!34 0.83 -0.83 7 M1 1 -0.767 -1.693 0 -0.118 -O.!i37 0 0 2 -0.781 -1.461 3.386 -0.12 -0.464 -1.399 1.399 3 -0.796 -1.229 6.274 -0.123 -0.39 -2.592 2.592 4 -0.81 -0.997 8.664 -0.125 -O.:l16 -3.579 3.579 5 -0.824 -0.765 10.556 -0.127 -0243 -4.36 4.36 6 -0.838 -0.533 11.95 -0.129 -0.1169 -4.936 4.936 7 -0.853 -0.301 12.845 -0.131 -0.095 -5.306 5.306 8 -0.867 -0.069 13.242 -0.134 -0.022 -5.47 5.47 9 -0.881 0.163 13.141 -0.136 0.052 -5.428 5.428 10 -0.895 0.395 12.542 -0.138 0.125 -5.181 5.181 7 M2 1 -0.421 -0.878 12.542 -0.046 -0.:<!01 -3.191 3.191 2 -0.405 -0.489 16.039 -0.044 -0.112 -4.08 4.08 3 -0.388 -0.1 17.545 -0.043 -0.023 -4.463 4.463 4 -0.372 0.29 17.059 -0.041 0.066 -4.34 4.34 5 -0.356 0.679 14.581 -0.039 0.155 -3.71 3.71 6 -0.34 1.068 10.112 -0.037 0.244 -2.572 2.572 7 -0.323 1.458 3.65 -0.035 0.333 -0.929 0.929 8 -0.307 1.847 -4.803 -0.034 0.422 1.222 -1.222 9 -0.291 2.236 -15.248 -0.032 0.511 3.879 -3.879 10 -0.275 2.626 -27.685 -0.03 0.601 7.043 -7.043 7 M3 1 -2.471 -2.253 0 -0.381 -0.7'15 0 0 2 -2.487 -2.042 5.07 -0.383 -0.648 -2.094 2.094 3 -2.503 -1.831 9.641 -0.386 -O.~i81 -3.982 3.982 4 -2.518 -1 .619 13.714 -0.388 -0.!:,14 -5.665 5.665 5 -2.534 -1.408 17.288 -0.39 -0.447 -7.141 7.141 6 -2.55 -1.197 20.364 -0.393 -0.38 -8.412 8.412 7 -2.565 -0.986 22.942 -0.395 -0.3>13 -9.477 9.477 8 -2.581 -0.775 25.021 -0.398 -0.2:46 -10.335 10.335 9 -2.596 -0.564 26.602 -0.4 -0.179 -10.988 10.988 10 -2.612 -0.353 27.685 -0.402 -0.112 -11.436 11.436 8 M1 1 0.682 0.635 0 0.105 0.201 0 0 2 0.658 0.635 -1.363 0.101 0.201 0.563 -0.563 3 0.635 0.635 -2.727 0.098 0.201 1.126 -1.126 4 0.611 0.635 -4.09 0.094 0.201 1.689 -1.689 5 0.587 0.635 -5.453 0.09 0.201 2.252 -2.252 6 0.563 0.635 -6.816 0.087 0.201 2.816 -2.816 7 0.54 0.635 -8.18 0.083 0.201 3.379 -3.379 8 0.516 0.635 -9.543 0.079 0.201 3.942 -3.942 9 0.492 0.635 -10.906 0.076 0.201 4.505 -4.505 10 0.469 0.635 -12.269 0.072 0.201 5.068 -5.068 8 M2 1 0.23 0.459 -12.269 0.025 0.105 3.121 -3.121 2 0.219 0.188 -13.926 0.024 0.043 3.543 -3.543 3 0.208 -0.083 -14.195 0.023 -0.019 3.611 -3.611 4 0.196 -0.354 -13.079 0.022 -0.081 3.327 -3.327 5 0.185 -0.625 -10.575 0.02 -0.143 2.69 -2.69 6 0.174 -0.896 -6.685 0.019 -0.205 1.701 -1.701 7 0.163 -1 '167 -1.408 0.018 -0.267 0.358 -0.358 Page:42 Customer: I ,Description: I Job #: MW-15-218 Le_goland 46' X 50' Date: 6/29/2015 8 0.151 -1.438 5.255 0.017 -0.329 -1.337 9 0.14 -1.709 13.305 0.015 -0.391 -3.385 10 0.129 -1.98 22.742 0.014 -0.453 -5.786 8 M3 1 2.208 1.07 0 0.34 0.34 0 2 2.182 1.07 -2.527 0.336 0.34 1.044 3 2.156 1.07 -5.054 0.332 0.34 2.088 4 2.13 1.07 -7.581 0.328 0.34 3.131 5 2.104 1.07 -10.108 0.324 0.34 4.175 6 2.077 1.07 -12.635 0.32 0.34 5.219 7 2.051 1.07 -15.161 0.316 0.34 6.263 8 2.025 1.07 -17.688 0.312 0.34 7.306 9 1.999 1.07 -20.215 0.308 0.34 8.35 10 1.973 1.07 -22.742 0.304 0.34 9.394 9 M1 1 0.682 0.635 0 0.105 0.201 0 2 0.658 0.635 -1.363 0.101 0.201 0.563 3 0.635 0.635 -2.727 0.098 0.201 1.126 4 0.611 0.635 -4.09 0.094 0.201 1.689 5 0.587 0.635 -5.453 0.09 0.201 2.252 6 0.563 0.635 -6.816 0.087 0.201 2.816 7 0.54 0.635 -8.18 0.083 0.201 3.379 8 0.516 0.635 -9.543 0.079 0.201 3.942 9 0.492 0.635 -10.906 0.076 0.201 4.505 10 0.469 0.635 -12.269 0.072 0.201 5.068 9 M2 1 0.23 0.459 -12.269 0.025 0.105 3.121 2 0.219 0.188 -13.926 0.024 0.043 3.543 3 0.208 -0.083 -14.195 0.023 -0.019 3.611 4 0.196 -0.354 -13.079 0.022 -0.081 3.327 5 0.185 -0.625 -10.575 0.02 -0.143 2.69 6 0.174 -0.896 -6.685 0.019 -0.205 1.701 7 0.163 -1.167 -1.408 0.018 -0.267 0.358 8 0.151 -1.438 5.255 0.017 -0.329 -1.337 9 0.14 -1.709 13.305 0.015 -0.391 -3.385 10 0.129 -1.98 22.742 0.014 -0.453 -5.786 9 M3 1 2.208 1.07 0 0.34 0.34 0 2 2.182 1.07 -2.527 0.336 0.34 1.044 3 2.156 1.07 -5.054 0.332 0.34 2.088 4 2.13 1.07 -7.581 0.328 0.34 3.131 5 2.104 1.07 -10.108 0.324 0.34 4.175 6 2.077 1.07 -12.635 0.32 0.34 5.219 7 2.051 1.07 -15.161 0.316 0.34 6.263 8 2.025 1.07 -17.688 0.312 0.34 7.306 9 1.999 1.07 -20.215 0.308 0.34 8.35 10 1.973 1.07 -22.742 0.304 0.34 9.394 ASD Code Checks (AISC 14th Edition) Code Checks (Dead Load + Live Load + Concentrated Load) - D + L + P (Centered) Member I Shape I Code Check M1 W14x22 0.914 M2 M3 W16x31 W14x22 0.421 0.633 I Location (ft) I Shear Check I Location (ft) I p nJO (kips) r nJO (kip~ Mn/0 (k-It) I 19.33 0.029 0 111.325 194.31 10.953 23.02 0.082 46.04 215.803 273.35 17.54 21.25 0.029 0 111.325 194.31 10.953 Code Checks (Dead Load+ Live Load + Concentrated Load) - D + L + P (Left) Member I Shape I M1 W14x22 M2 W16x31 M3 W14x22 Code Check 0.745 0.335 0.51 I Location (ft) I Shear Check I Location (ft) I PnJO (kips) fn110 (kiP'j Mn/0 (k-It) I 19.33 0.023 0 111.325 194.31 10.953 46.04 0.071 46.04 215.803 273.35 17.54 21.25 0.024 0 111.325 194.31 10.953 1.337 3.385 5.786 0 -1.044 -2.088 -3.131 -4.175 -5.219 -6.263 -7.306 -8.35 -9.394 0 -0.563 -1.126 -1.689 -2.252 -2.816 -3.379 -3.942 -4.505 -5.068 -3.121 -3.543 -3.611 -3.327 -2.69 -1.701 -0.358 1.337 3.385 5.786 0 -1.044 -2.088 -3.131 -4.175 -5.219 -6.263 -7.306 -8.35 -9.394 40.033 134.167 65.456 40.033 95.035 65.456 Page:43 Description: 46' X 50' Job#: MW-15-218 Date: 6/29/2015 Code Checks (Dead Load+ Live Load+ Concentrated Load) -0 + L + P (Right) Member I Shape I Code Check I Location (ft) I Shear Check l Location (ft) l p nr!O (kips) r n/0 (kip~ Mn/0 (k-ft) l M1 W14x22 M2 W16x31 M3 W14x22 0.736 0.335 0.519 Code Checks (Dead Load+ Wind Load (-Gcpi/1 -+ 0 60 0 6W , v = o· 19.33 0.023 0 111.325 194.31 10.953 46.04 0.071 46.04 215.803 27a.35 17.54 21.25 0.024 0 111.325 194.31 10.953 Member I Shape I Code Check I Location (ft) I Shear Check I Location (ft) I p nr!O (kips) r n/0 (kip~ Mn/0 (k-ft) I M1 W14x22 0.424 M2 W16x31 0.204 M3 W14x22 0.164 Code Checks (Dead Load+ Wind Load (-Gcpi/1 -0.60 + 0.6W, y = 180' 18.793 0.046 0 0.029 21.25 0.015 0 111.325 194.31 10.953 0 215.803 27:1.35 17.54 0 111.325 194.31 10.953 Member I Shape I Code Check I Location (ft) I Shear Check I Location (ft) I p nr/0 (kips) r n/0 (kip~ Mn/0 (k-ft) I M1 W14x22 M2 W16x31 M3 W14x22 0.543 0.229 0.538 Code Checks (Dead Load + Wind Load ( +Gcpi)) -0.60 + 0.6W, v = o· 19.33 0.024 0 111.325 19~!.31 10.953 o o.o13 46.04 215.803 2n:.35 17.54 16.528 0.041 0 111.325 194.31 10.953 Member .I Shape l Code Check l Location (ft) I Shear Check I Location (ft) I p nr/0 (kips) r n/0 (kip~ Mn/0 (k-ft) l M1 W14x22 M2 W16x31 M3 W14x22 0.555 0.268 0.115 19.33 0.043 0 111.325 194.31 10.953 0 0.045 0 215.803 273.35 17.54 11.215 0.02 0 111.325 194.31 10.953 Code Checks (Dead Load+ Wind Load (+Gcpi)) -0 60 0 6W 180' + , v= Member I Shape I Code Check M1 W14x22 0.334 M2 W16x31 0.207 M3 W14x22 0.698 Code Checks (Dead Load + Seismic Load) -0 + 0.7E,_y = 0' I Location (ft) I Shear Check I Location (ft) I p nr/0 (kips) r n/0 (kip~ Mn/0 (k-ft) I 15.571 0.027 0 111.325 194.31 10.953 46.04 0.03 46.04 215.803 273.35 17.54 21.25 0.036 0 111.325 194.31 10.953 Mn/0 (k-ft) 40.033 95.035 65.456 Mn/0 (k-ft) 65.456 134.167 65.456 Mnz/0 (k-ft) 40.033 95.035 40.033 65.456 134.167 65.456 Mn/O(k-ft) 40.033 134.167 40.033 Member I Shape I Code Check I Location (ft) I Shear Check I Location (ft) I p nr!O (kips) r n/0 (kip~ Mn/0 (k-ft) I Mn/0 (k-ft) M1 W14x22 0.19 M2 W16x31 0.24 M3 W14x22 0.356 Code Checks (Dead Load+ Seismic Load) -0 + 0.7E, V = 180' Member I Shape I M1 W14x22 M2 W16x31 M3 W14x22 Code Check 0.6 0.25 0.257 19.33 0.01 0 111.325 194.31 10.953 65.456 46.04 0.023 46.04 215.803 273.35 17.54 95.035 21.25 0.017 0 111.325 194.:.:::3..:..1._.:..;10::.;..9::.;5::.::3:.._ __ 6::.;5::.;..4.:..;5::.::6:.._-l I Location (ft) I Shear Check I Location (ft) I p nr/0 (kips) r n/0 (kip~ Mn/0 (k-ft) I 19.33 0.019 0 111.325 194.31 10.953 0 0.022 0 215.803 273.35 17.54 21.25 0.008 0 111.325 194.31 10.953 40.033 95.035 40.033 Page:44 Description: 46' X 50' Job #: MW-15-218 Date: 6/29/2015 Design Bolted Moment Connection at Rafter to Column -Internal Frame Bolt: A325 Fu-Bolt = 58 ksi F = y 36 ksi F = u 70 ksi FT = 90 kips Fv = 48 kips Pto = 1.78 in Pt;= 1.78 in h1 = 13.46 in h = 0 17.46 in M = a 85.4 kip-ft Va = 13.4 kips Shape= W16X31 d= 15.9 in btb = 5.53 in tfb = 0.44 in twb = 0.275 in b = p Bin bp-eff = 6.53 in g= 3.5 in s= 2.646 in 0 0 0 0 0 0 0 0 Description of Fastener Tensile Strength of Fastener Minimum yield stess for connection plate Ulitmate stress for E70XX welding electrode Nominal Tensile Stress of A325 Bolt T d l Nominal Shear Stress of A325 Bolt w/ threads included in shear plane Distance from bolt centerline to nearer tension flange surface (outer bolt), in Distance from bolt centerline to nearer tension flange surface (inner bolt), in Distance from bolt centerline to farther compression flange centerline (inner bolt), in Distance from bolt centerline to farther compression flange centerline (outer bolt), in Applied Moment Applied Shear Shape to receive end plate Beam depth Beam flange width Beam flange thickness Beam web thickness Connection plate width (actual width to be used) Connection plate effective width (b1b + 1 in) Bolt gage Pitch (if Pfi > s, use Pfi = s) Page: 45 db = [0*{2M8 )1 n:*Ft{h0 + h1)]112 Description: 46' X 50' = [2 * (2 * 85.4 kip-ft * 12 inlft) ITT* 90 ksi * (17.46 in+ 13.46 in)]A112 = 0.685 in Use: 314" Dia. Bolts Moment Strength Based on Bolt Strength Pt = Ft * Ab = 90 ksi * 0.442 in2 = 39.76 kips Mn = 2Pt {ho + h1) = 2 * 39.76 kips (17.46 in+ 13.46 in) = 2458.8 kip-in End Plate Thickness where Yp = bp 12 * [h1 * (11pfi + 11s) + ho * (11Pto)-112] + 21g * [h1 * (Pti + s)] Job #: MW-15-218 Date: 6/29/2015 = 6.53 in 12 * [13.46 in * (111.78 in + 112.65 in) + 17.46 * (111.78 in) -112] + 213.5 in * [1 ~1.46 in * (1.78 in + 2.65 in)] = 105.73 = [1.11 * (2458.81 2) I (36 * 105.73 11.67] = 0.5 in Use: 112" Thick End Plate Top Flange to End Weld Plate Dreq = Ft I 0.928 (2 (btb + tfb)-twb)) = = 6.12 in -Use CJIP weld Page:46 Description: 46' X 50' Job #: MW-15-218 Date: 6/29/2015 Design Bolted Moment Connection at Rafter to Column -End Frames Bolt: A325 Fu-Bolt = 58 ksi Fy = 36 ksi Fu = 70 ksi FT = 90 kips 0 0 0 0 0 0 0 0 Description of Fastener Tensile Strength of Fastener Minimum yield stess for connection plate Ulitmate stress for E70XX welding electrode Nominal Tensile Stress of A325 Bolt T d l Fv = 48 kips Nominal Shear Stress of A325 Bolt w/ threads included in shear plane P10 = 1. 78 in Distance from bolt centerline to nearer tension flange surface (outer bolt), in Pfi = 1.78 in Distance from bolt centerline to nearer tension flange surface (inner bolt), in h1 = 13.46 in Distance from bolt centerline to farther compression flange centerline (inner bolt}, in ho = 17.46 in Distance from bolt centerline to farther compression flange centerline (outer bolt}, in Ma = 39.35 kip-ft Applied Moment Va = 7.2 kips Shape= W16X31 d= 15.9in brb = 5.53 in trb = 0.44 in twb = 0.275 in bP = 8 in bp-eff = 6.53 in g = 3.5 in s = 2.646 in Applied Shear Shape to receive end plate Beam depth Beam flange width Beam flange thickness Beam web thickness Connection plate width (actual width to be used) Connection plate effective width (b1b + 1 in) Bolt gage Pitch (if Pfi > s, use Pr; = s) Page:47 db = [0*(2M8 )1 n:*Ft(h0 + h1)]112 Description: 46' X 50' = [2 * (2 * 39.35 kip-ft * 12 inlft) I rr * 90 ksi * (17 .46 in + 13.46 in)]11112 = 0.465 in Use: 112" Dia. Bolts (518" dia. Bolts minimum) Moment Strength Based on Bolt Strength Pt = Ft * Ab = 90 ksi * 0.196 in2 = 17.67 kips Mn = 2Pt (ho + h1) = 2 * 17.67 kips (17.46 in+ 13.46 in) = 1 092.8 kip-in End Plate Thickness where Yp = bp 12 * [h1 * (11pfi + 11s) + ho * (11Pto)-112] + 21g * [h1 * (Pfi + s)] Jo1b #: MW-15-218 Date: 6/29/2015 = 6.53 in 12 * [13.46 in * (111.78 in + 112.65 in) + 17.46 * (111.78 in) -112] + 213.5 in * [1 :3.46 in * (1. 78 in + 2.65 in)] = 105.73 = [1.11 * (1092.812) I (36 * 105.7311.67] = 0.339 in Use: 318" Thick End Plate (112" thick end plate minimum) Top Flange to End Weld Plate Dreq = Ftl 0.928 (2 (btb + tfb)-twb)) = = 2.82 in -Use 3/16" fillet weld Page: 48 Design Sidewall Bracing Description: 46' X 50' n = 1 -No. of Braced Bays per Sidewall P! 2-"'---------'"'-------±,--------V.~.<_ Bay EHS Gr. A 7-Wire Cable F.S. -2) Cable Diameter Cable Strength (kips) 1/4" 3.325 5/16" 5.60 3/8" 7.70 7/16" 10.40 1/2" 13.45 Note: Cable Strength Governs Des1gn! Design for Wind Load Ar = (1/2 *width *eave)+ (1/2 * 1/2 width *(ridge-eave)) = 455.6 ft2 GCp£1] = 0. 775 GCp£2] = 0. 775 Pr = [(GCp[1]+GCp[2]) * qh]*AT = (1.55 * 23.8 lb/ft2 * 455.63 ft2) = 16.81 kips Hw;nd = Pr/2 -See Basic Loads -See Basic Loads = 8.41 kips -Total Force at Eave (Both Sides) Eave Job#: MW-15-218 Date: 6/29/2015 Page:49 Design for Seismic Load Description: 46' X 50' '-Ordinary Steel Concentrically Braced Frame Seismic Design Parameters (See Basic Loads for Calculations) Site Class: D SDC: D TL = 8 Seconds Ss= 1.13 S1= 0.44 F= a 1.05 Fv= 1.57 SMs= 1.18 SM1= 0.68 Sos= 0.79 SD1= 0.45 Approximate Fundamental Period !Tal 0.02 -Table 12.8-2 ASCE 7-05 x= 0.75 -Table 12.8-2 ASCE 7-05 hn = 20.31 ft -Building Eave Height Ta = 0.02(20.31 feet)"0.75 = 0.191 Seconds Seismic Weight PDL(ROOF) = 7 lb/ft' PDL(WALL) = 2 lb/ft' WFrame = 14 lb/ft Roof Area = (46 ft)(50 ft) = 2300 ft2 SideWall Area= (20 31 ft)(50 ft) = 1015.5 ft2 -Weight of Roof+ Collateral -Weight of Walls -Frame Weight EndWall Area= (20.31 ft)(46 ft) + 112(46 ft)(0.96 ft) = 911.26 ft2 Roof Weight= 112(2300 ft2)(7 psf) + 3(14/blft)(46 ft) = 9982/b = 9.98 kips SideWall Weight= 112((1015.5 ft2)(2 psf) + 112(3)(14/blft)(20.31 ft)) = 1442/b = 1.44 kips EndWa/1 Weight= 112((911.26 ft2)(2 psf) = 911/b = 0. 91 kips Concentrated Load = 2 kips Total Effective Seismic Weight= 14335 lb = 14.335 kips Design Coefficients and Factors R = 3.25 Oa= 2 p= 1.3 Seismic Base Shear V=CsW Where: Cs = S0s/(R/I) Cs = 0.243 Except Cs need not exceed: forT 5 TL forT> TL Cs = S0/T(RII) Cs = 0.73 -Table 12.2-1 ASCE 7-05 -Table 12.2-1 ASCE 7-05 -Section 12.3.4 ASCE 7-05 -Eq. 12.8-1 ASCE 7-05 T = 0.191 Seconds< TL = 8 Seconds -Eq. 12.8-2 ASCE 7-05 -Eq. 12.8-3 ASCE 7-05 Job #: MW-15-218 Date: 6/29/2015 -Effective Weight Per Side -Effective Weight Per Side -Effective Weight Per Side Page: 50 Cs = So1TL!T (R/1) N/A and Cs shall not be taken less than: Cs = 0.01 Description: 46' X 50' -Eq. 12.8-4 ASCE 7-05 -Eq. 12.8-5 ASCE 7-05 and in addition, if S1 ~ 0.6, then Cs shall not be taken less than: Cs = 0.5SAR/I) Cs = 0.067 Use Cs = 0.243 V=CsW -Eq. 12.8-6 ASCE 7-05 V = (0.243)(14.335 kips)= 3.48 kips Seismic Load Effect tEl Eh = pQ, Ev = 0.2S0s0 E = Eh-Ev E = Eh + Ev Where, Ev = ±0.2(0.79)(0) = ±0.1580 Eh = (1.3)(3.48 kips)= 4.53 kips Maximum Seismic Load Effect !Em I Emh = OoOE Ev = ±0.25050 Em = Emh + Ev = 000, + 0.25050 Em = Emh -Ev = 0 00,-0.2S05D Where, Ev = ±0.2(0.79)(0) = ±0.1580 Emh = (2)(3.48 kips) /1.2 = 5.81 kips -Eq. 12.4-3 ASCE 7-05 -Eq. 12.4-4 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 -Eq. 12.4-1 ASCE 7-05 -Eq. 12.4-2 ASCE 7-05 Summary-Seismic Load Effect for Sidewall Bracing E = 4.53 kips Load Cases 0.7E = 3.17 kips 0.6W = 5.05 kips Wind Governs Design! (5.05 kips) -Eq. 12.8-1 ASCE 7-05 Job #: MW-15-218 Date: 6/29/2015 Page: 51 H = 5.05 kips 8 =25ft hn = 21.25 ft n = 1 T = H/8 * (82 + h/)112 Description: 46' X 50' -Horizontal Force at Eave Strut at Each Brace -Bracable Width at Sidewall -Building Eave Height T = (5.05 kips I 25ft) • (625 ft2 + 451.5625 ft2)A% = 6.63 kips USE: 318" Dia. Cable or 314" Dia. Rod T (6.63 kips)< Ta (7.7 kips) OK Anchorage Reaction Ay= 4.29 Job#: MW-15-218 Date: 6/29/2015 Page: 52 Rev. No. A Description Architects Engineers Facility Planners Structural Calculations for Maintenance Building PEMB Anchorage Project Legoland Friends Exhibit 1 Legoland Dr Carlsbad CA 92008 Client Legoland 1 Legoland Dr Carlsbad CA 92008 JRMA Project No. 4962 Date June 29, 2015 Date Building Department Submittal June 30, 2015 J.R. Miller & Associates, Inc. 2700 Saturn Street, Brea, CA 92821 714.524.1870 Voice 714.524.1875 Fax www.jrma.com JUN 3 0 2015 I Eng in~ I J.R M:er s:_ I Design Maps Summary Report fiUSGS Design Maps Summary Report User-Specified Input Report Title Sealife Maintenance Bldg. Tue May 5, 2015 16:06:44 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12602°N, 117 .31235°W Site Soil Classification Site Class C-"Very Dense Soil and Soft Rock" Risk Category I/II/III USGS-Provided Output Ss = 1.128 g s, = 0.434 g SMs = 1.128 g SMl = 0.593 g Sos = 0.752 9 SD1 = 0.395 g Page 1 of2 For information on how the SS and Sl values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.20 0.24 0.12 MCEx Response Spectrum 0.00 +--+--1---!f---+--+--+-+---t---1----f 0.00 l.t20 0.40 0.60 O.SO UlO 1.20 1.4.0 1.60 LBO 2.M Period, T (sec) -1:11 -Ill rll For PGAM, T,, C.s, and c., values, please view the detailed report. O.B9 Design Response spectrum O.BO 0.12 O.G4 o.SG rue 0.40 0.32 0.24 O.lG o.os 0.00 +--+-+--+--1--l---+--+--+-+--+ 0.00 0.20 0.40 O.GO O.BO LOll 1.20 1.4.0 1.60 UIO 2.00 Period, T (sec) http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu... 5/5/2015 PEMB Footing Design ABP Concrete Weight Concrete Wall Wt Soil Weight Grid Grid 2 A&D 2 B&C 3 A&D 4 A&D 4 B&C 3500 psf 150 pcf 75 psf 100 pcf Reaction Down (k) I Up (k) a.3e 1 -3:?a!t .2, oo 1 .. -2. o~:i'J . t4i·9.1~ 'I .~ 1 ;64·.'i ;,.;a.~~: .J( • .:3~aa. ·. :·•<2 .. e.·a· }:::1···· ·2·· · ·e·· a·· ·. ',>,,.~·.f./. c.c:.'' . ·r · ... c·,'.' (Conservative-May be increased by one third for wind/seismic) Req'd Area (ft2) 2.39 0.57 4.26 2.39 0.57 Bearing Req'd Length (ft) 1.55 0.76 2.06 1.55 0.76 Footing Use (ft) II Width I Length I Thkns Width (ft) (ft) (ft) I Weight 3.0 II .• 3.60 3.0 II 3. .. ~-1.;}(~''"1 2.03 3.0 II I 3.60 3.0 II 4':l 4 L 1.5: ... :1 3.60 3.0 It·· _3 -· I 3 I t.Ei~:l 2.03 Slab Width I Length I Th. kns (ft) (ft) (ft) lt~1lil·n~;;_, ''"~~~ li<~: . .....;.. ~l.!5 ··:tz&~ ~)> 1'1• •· ··~~··-•--.· • .·.:~2~~ F 'le .. @'' r Jr ·· ·.a.~ .. r a,b :1 s. 5:J~·~I 1 fo :J s. .... Weight (k) 3.60 6.05 7.20 3.60 6.05 2- Bearing __ UnJ!Y Check Uplift Unity Check Req'd AreaiA.re·a· Prov.ide·d· (ft2) __ jf1:2)__ __ .I Check I Unity Total Uplift I Weight I Check I Unity 2.4 16.00 OK I 6.70 -3.9 I 7.20 I OK I 1.67 0.6 9.00 OK 15.75 -2.0 I 8.08 I OK I 3.63 4.3 16.00 OK I 3.76 -7.6 I 10.80 OK I 1.27 2.4 16.00 OK I 6.70 -3.9 I 7.20 OK I 1.67 0.6 9.00 OK I 15.75 -2.0 I 8.08 OK I 3.63 PEMB Anchorage Design Reaction Does Location LRFD + Have Braced LRFD Uplift* Omega Max Uplift Rebar Grid Grid Down (k) Up (k) Frame? (k) Uplift** (k) Load (k) Cage 2 A&D y 6.208 10.864 10.864 (4) #5 3 A&D y 12.224 21.392 21.392 (4) #5 4 A&D y 6.208 10.864 10.864 (4) #5 * = Uplift multiplied by 1.6 (assuming wind load) ** = Uplift multiplied by (1.4)(2) (for seismic) (only calculated for locations with braced frame reactions) Cage Capacity (k) (4) #5 66.00 (see next page for capacity calc) Architects Engineers Facility Planners Project _S_e:__a_l_ife=--M_a_in_te_n_a_n_ce ______________________ ~ Project No. _,4~96::.::2=------- Date 29-Jun-15 Engineer KDT Checked by Sheet 1.\ Anchorage Reinf. Cage and Cast-In-Place Anchors in Tension and Shear for up to 66.0k Uplift ACI318-11 Parameters Concrete Type Factor Due to Concrete Type Compressive Strength of Concrete Factored Loads Tension Load (Omega) Tension Load (Non-Omega) Norrn~lweight A. 1.0 fc' = 2.5 ksi Nua = 66.00 k 66.00 k Development Length of Hooked Reinf. (Section 12.5) Reinforcement Size Yield Strength of Reinforcement Hook Bend Angle Clear Spacing of Bars Side Cover (Normal to Plane of Hook) Cover on Hook Hook Enclosed Within Ties/Stirrups? Tie/Stirrup Spacing Along ldh Tie/Stirrup Orientation Factor for Cover Factor for Ties Epoxy Coated Rebar? Reinforcement Coating Factor Use Excess Reinforcement Reduc.? No. 5 f -y-60000 psi 9o deg s= 2:00 in c= 2.50 in c= 2.50 in No Stie = 6,00 in Perpendicular \(18 = 0.7 \(lb,c = 1.0 No \(le = 1.0 IGNORE, must be > 0 IGNORE, must be > 0 No 0;20 in.2 0.20 in.2 11 in Development Length Required I dh = Distance from Bolt Center to Furthest Vertical Reinf. Bar Clear Cover Above Top Hook Total Embed. Req. for Anchor Bolts 6.00 in 2:50 in 20 in Capacity of Anchorage Reinforcement (Tension Only) Area of Each Rebar As= 0.31 in.2 Strength of Each Rebar p= 19 k No-of-RebarVerts Required n= 4 Capacity of Provided Reinf. P= 66.96 k P= 66.96 k 66.00 k OK Use (4) #5's Vertical ---------------...._ J.R. Miller & Associates, Inc. of 1:115W.1 www.hilti.us Profis Anchor 2.5.5 Company: Page: Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: Date: 6/29/2015 E-Mail: Specifier's comments: Frame anchors with wind load 1 Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Geometry [in.] & Loading [lb, in.lb] Heavy Hex Head ASTM F 1554 GR. 36 3/4 her= 12.000 in. ASTM F 1554 Design method ACI 318-11/ CIP eb = 0.000 in. (no stand-off); t = 0.500 in. ~----.. 1111.1111 lx x ly x t = 14.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) W shape (AISC); (L x W x T x FT) = 9.870 in. x 3.960 in. x 0.190 in. x 0.210 in. cracked concrete, 3000, fc' = 3000 psi; h = 18.000 in. tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar ' z: ' ' ' Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF\S Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan I: II S li{l www.hilti.us Profis Anchor 2.5.5 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: E-Mail: 2 Proof I Utilization (Governing Cases) Loading Tension Shear Proof Concrete Breakout Strength Concrete edge failure in direction x+ Date: 6/29/2015 Design values [lb] Utilization Load Capacity jlN ijlv [%] Status 12733 50047 26/-OK 10050 16336 -/62 OK Loading jlN jlv t; Utilization jlN,v [%] Status Combined tension and shear loads 0.254 0.615 5/3 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties 55 OK • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF IS Anchor ( c ) 2003-2009 Hilli AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan ~-~ lb '- 0-z.Co-l S fy ::c w 0 \::--:;:, ~ 4 ~ 0. 75 CA-L-l T ~ q:, As fy Ccos ;:: Co_75) Co. 3\ ~ '2-4 . '2~ k- I ·-------·-·-;--·---+---~---·-·-·---~- 1 --·-------------+----~-------- ! -·· -------------------~1 -------------- 1 _j __ ---- j__ - -4 I i2 ' • 0 ~ -i 16 . --: ~0 ! - : .2-'\ i ~·CITY OF RLSB COMMUNITY FACILITIES DISTRICT NO. 1 NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. Merlin Entertainments Group 760-918-5300 Name of Owner Telephone 1 Legoland Dr. 1 Legoland Dr. Address Project Address Carlsbad CA 92008 Carlsbad CA 92008 City, State Zip City, State Zip 211-100-09-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB152022 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to ( 1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX-DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIA~ TAX-ON~ TIME now, as a one-time payment. /'IO Amount of One-T1me Special Tax:$ 1,393.80 Owner's Initials ..i..:f:==-· OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum annual Special Tax:$ 192.48 Owner's Initials ___ _ I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PERT ND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Signatur of Property t' Title QreAov: e £ fl1tnll) t&Ja/lr;e ~rl7 mf/o Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use All Other Industrial lmp.Area 1 FY 15/16 Annex date 12/93 .6060 Factor X 2,300 Square Ft. = $1,393.80 B~2 P~e1~1 Rev. 07/09 To: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 C/o EsGil Corporation Attention: Kurt Culver TRANSMITTAL Job Number: Sent By: Sent Via: Phone Number: Fax No.: Date: 4962-0 James Yost, AlA Hand Delivery (760) 602-4611 7/27/2015 Subject: Sealife Maintenance Building -CB 15-2022 Quantity Pages Total 1 6 6 4 49 196 0 0 0 0 Remarks: Revised re-submittal. J .R. Miller & Associates, Inc. ARCHITECTS I ENGINEERS I PLANNERS Paper Size Color, B/W Description or CD Letter B/W Plan Check Comments with Responses 24x36 B/W Revised Plans 2700 Saturn Street 1 Brea, CA 92821 (Corporate Office) 128 E. Reynolds Road, Ste 101 I Lexington, KY 40517 Codes 1 1 1 714.524.1870 859.245.0049 «~;;, ~,,, C lTV 0 F PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to wor~ being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... _3_ New building sewer line? ......................................................................................... Yes X No ---- Number of new roof drains? ............................................................................................................. .. Install/alter water line? ....................................................................................................................... .. 1 Number of new water heaters?......................................................................................................... 1 Number of new, relocated or replaced gas outlets? .................................................................... _0_ Number of new hose bibs?.................................................................................................................. 2 Residential Permits: New/expanded service: Number of new amps: -------- Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this projed: Number of new amps involved in this projed: New Construction: Amps per Panel: Single-Phase load commbined Single Phase ............................................................... Number of new amperes with 3-Phase Load h f 113.0A T ree Phase ................................................................. Number o new amperes _______ _ Three Phase 480 ........................................................ Number of new amperes_ O ----- Number of new furnaces, A/C, or heat pumps? ............................................................................ __ New or relocated duct worR? .......................................................................... Yes No X Number of new fireplaces? ................................................................................................................. __ Number of new exhaust fans? .......................................................................................................... .. 3 Relocate/install vent? ........................................................................................................................... . 2 Number of new exhaust hoods? ...................................................................................................... .. Number of new boilers or compressors? ........................................................... Number of HP Page 1 of 1 Rev. 03/09